Study of Characteristics and Evaluation of Severity Factors Associated with Large-Truck Crashes
University: Transportation Systems Engineering
Institution: Kansas State University
Modeling Injury Severity of Young Drivers Using Highway Crash Data from Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
Optical Speed Bars as a Low Cost Measure to Manage Approach Speeds in Rural Communities
University: Transportation Systems Engineering
Institution: Kansas State University
Self-Reported Behavior, Perceptions and Attitudes of Drivers Regarding Seat Belt Use: A Descriptive Study
University: Transportation Systems Engineering
Institution: Kansas State University
Comparison of Factors Associated With Run-Off-Road and Non-Run-Off-Road Crashes in Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
A Survey Based Study of Factors Related to Older-Driver Highway Safety
University: Transportation Systems Engineering
Institution: Kansas State University
Speed Limit Criteria and Speed Characteristics on Low Volume Gravel Roads
University: Transportation Systems Engineering
Institution: Kansas State University
Contributing Factors to Older Driver Injury Severity in Rural and Urban Areas
University: Transportation Systems Engineering
Institution: Kansas State University
Demographic, Socio-Economic, Policy, and Other Characteristics Affecting State Seat Belt Usage Rates in the United States, Advances in Transportation Studies
University: Transportation Systems Engineering
Institution: Kansas State University
Factors Affecting Crash Severity on Gravel Roads
University: Transportation Systems Engineering
Institution: Kansas State University
Effectiveness of Seat Belts in Reducing Injuries: A Different Approach Based on KABCO Injury Severity Scale
University: Transportation Systems Engineering
Institution: Kansas State University
Click It or Pay It: Effect of Seat Belts on Cost of Injuries and Other Characteristics of Motor Vehicle Crash Victims
University: Transportation Systems Engineering
Institution: Kansas State University
Estimation of Seat Belt Effectiveness Values using Double Pair Method Based on State Highway Crash Data
University: Transportation Systems Engineering
Institution: Kansas State University
Identification of Factors Leading to High Severity of Crashes in Rural Areas using Ordered Probit Modeling
University: Transportation Systems Engineering
Institution: Kansas State University
Statistical Modeling of Crash Frequency on Rural Freeways and Two-Lane Highways Using Negative Binomial Distribution
University: Transportation Systems Engineering
Institution: Kansas State University
Establishing a Carbon Emissions Baseline for Kansas Department of Transportation (KDOT) Buildings
University: Transportation Systems Engineering
Institution: Kansas State University
Apparent Diffusivity Model for Concrete Containing Supplementary Cementitious Materials
University: Transportation Systems Engineering
Institution: Kansas State University
Thermochemical Pretreatments for Agricultural Residue Ash Production for Concrete
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Curing Water Availability and Composition on Cement Hydration
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Calculation Methods on Cement Paste and Mortar Apparent Activation Energy
University: Transportation Systems Engineering
Institution: Kansas State University
Increasing the Pozzolanic Reactivity of Metakaolin with a ZnO Flux
University: Transportation Systems Engineering
Institution: Kansas State University
Modeling the Hydration of Cementitious Systems
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Chemical Admixtures on Apparent Activation Energy of Cementitious Systems
University: Transportation Systems Engineering
Institution: Kansas State University
A New Model for Estimating the Apparent Activation Energy of Cementitious Systems
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Autogenous Deformation of Concrete at Early Ages
University: Transportation Systems Engineering
Institution: Kansas State University
Effects of Supplementary Cementitious Materials on Apparent Activation Energy
University: Transportation Systems Engineering
Institution: Kansas State University
Early Age Strength Enhancement of Blended Cement Systems by CaCl2 and Diethanol-isopropanolamine
University: Transportation Systems Engineering
Institution: Kansas State University
Effects of Construction Time and Coarse Aggregate on Bridge Deck Cracking
University: Transportation Systems Engineering
Institution: Kansas State University
Early Age Cracking: A Case Study in How Materials Modeling Can Improve Concrete Quality
University: Transportation Systems Engineering
Institution: Kansas State University
Simplified Concrete Resistivity and Rapid Chloride Permeability Test Method
University: Transportation Systems Engineering
Institution: Kansas State University
Quantification of Effects of Fly Ash Type on Concrete Early-Age Cracking
University: Transportation Systems Engineering
Institution: Kansas State University
Experimental Verification of the Strut and Tie Model Design Method
University: Transportation Systems Engineering
Institution: Kansas State University
Temperature Boundary Condition Models for Concrete Bridge Members
University: Transportation Systems Engineering
Institution: Kansas State University
Calorimetry Performed On-Site: Methods and Uses
University: Transportation Systems Engineering
Institution: Kansas State University
Hydration Study of Cementitious Materials Using Semi-Adiabatic Calorimetry
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Temperature Prediction Methods for Mass Concrete Member
University: Transportation Systems Engineering
Institution: Kansas State University
Methods for Calculating Activation Energy for Portland Cement
University: Transportation Systems Engineering
Institution: Kansas State University
Simple Mortar Mixture Proportioning Method for Meeting Minimum and Maximum Flow and Strength Requirements
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Diethanol-Isopropanolamine on the Hydration of Slag Blended Cements
University: Transportation Systems Engineering
Institution: Kansas State University
Establishing a Carbon Emissions Baseline for Kansas Department of Transportation (KDOT) Buildings
University: Transportation Systems Engineering
Institution: Kansas State University
Methodology of Data Collection and Energy Analysis for a Large Scale Agency
University: Transportation Systems Engineering
Institution: Kansas State University
Hotter Cements, Cooler Concretes
University: Transportation Systems Engineering
Institution: Kansas State University
Validation of Apparent Concrete Diffusivity Model for Concrete Containing Supplementary Cementitious Systems
University: Transportation Systems Engineering
Institution: Kansas State University
Temperature Management of Mass Concrete Structures
University: Transportation Systems Engineering
Institution: Kansas State University
The Effects of Formwork and Environmental Conditions on Mass Concrete Temperatures
University: Transportation Systems Engineering
Institution: Kansas State University
Transition from Fluid to Solid: Re-examining the behavior of Concrete at Early Ages
University: Transportation Systems Engineering
Institution: Kansas State University
Outcome-Based Assessment of Engineering Education - How We are Doing it at Kansas State University
University: Transportation Systems Engineering
Institution: Kansas State University
Learning Concrete Through Concrete Canoe Design
University: Transportation Systems Engineering
Institution: Kansas State University
Impact of ABET Engineering Criteria 2000 On Teaching Concrete Materials
University: Transportation Systems Engineering
Institution: Kansas State University
Early Strength Gain and Maturity of Fast-Track Concrete
University: Transportation Systems Engineering
Institution: Kansas State University
Tropical Residual Soil Engineering
University: Transportation Systems Engineering
Institution: Kansas State University
Performance-Related Specifications for PCC Pavements in Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
Comparative Evaluation of Hot-Mix Asphalt Design Methods
University: Transportation Systems Engineering
Institution: Kansas State University
Performance-Related Specification for Superpave Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Kansas Experience with Thin Superpave Mixture Overlay of Small Aggregate Top Size
University: Transportation Systems Engineering
Institution: Kansas State University
Chip Seal with Lightweight Aggregates for Low-Volume Roads
University: Transportation Systems Engineering
Institution: Kansas State University
Network Level Testing for Pavement Structural Evaluation Using a Rolling Wheel Deflectometer
University: Transportation Systems Engineering
Institution: Kansas State University
Estimation of the Remaining Service Life of Flexible Pavements from Surface Deflections
University: Transportation Systems Engineering
Institution: Kansas State University
Dynamic Modulus of Superpave Mixtures
University: Transportation Systems Engineering
Institution: Kansas State University
Comparison of Moduli of Kansas Superpave Asphalt Mixes
University: Transportation Systems Engineering
Institution: Kansas State University
Costs and Benefits of Thin Surface Treatments on Bituminous Pavements in Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
Soil Stiffness Evaluation for Compaction Control of Highway Embankments
University: Transportation Systems Engineering
Institution: Kansas State University
Estimation of Lives of Deficient Superpave Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Curing on Roughness Development of PCC Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Quarry Production Process on Specific Gravities of Aggregates
University: Transportation Systems Engineering
Institution: Kansas State University
Privatization of Low Volume Road Maintenance–Malaysian Experience
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Chemically Stabilized Clay Soil Embankments with Accelerated Pavement Testing
University: Transportation Systems Engineering
Institution: Kansas State University
Criteria for Setting Speed Limits for Sri Lankan Roadways
University: Transportation Systems Engineering
Institution: Kansas State University
Simple Mortar Mixture Proportioning Method for Meeting Minimum and Maximum Flow and Strength Requirements
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of Diethanol-Isopropanolamine on the Hydration of Slag Blended Cements
University: Transportation Systems Engineering
Institution: Kansas State University
Establishing a Carbon Emissions Baseline for Kansas Department of Transportation (KDOT) Buildings
University: Transportation Systems Engineering
Institution: Kansas State University
Methodology of Data Collection and Energy Analysis for a Large Scale Agency
University: Transportation Systems Engineering
Institution: Kansas State University
Validation of Apparent Concrete Diffusivity Model for Concrete Containing Supplementary Cementitious Systems
University: Transportation Systems Engineering
Institution: Kansas State University
The Effects of Formwork and Environmental Conditions on Mass Concrete Temperatures
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Recycled Ultra-Thin Bonded Bituminous Surface
University: Transportation Systems Engineering
Institution: Kansas State University
Kansas Experience with Stiffness-Based Quality Control/Quality Assurance
University: Transportation Systems Engineering
Institution: Kansas State University
C. and G. Evaluation of Superpave Mixtures with High RAP Content
University: Transportation Systems Engineering
Institution: Kansas State University
Innovative Uses of Quarry Waste and Reclaimed Asphalt Pavement
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Small Top Size Superpave Mix for Ultra-Thin Overlays
University: Transportation Systems Engineering
Institution: Kansas State University
Composite Pay Index for Superpave Pavements in Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
Accelerated Superpave Mix Testing Models Using Hamburg Wheel-Tracking Device
University: Transportation Systems Engineering
Institution: Kansas State University
Noise Reducing Porous Asphalt Pavement
University: Transportation Systems Engineering
Institution: Kansas State University
Thin Whitetopping for Green Highways
University: Transportation Systems Engineering
Institution: Kansas State University
Cost Effectiveness of Ultrathin Bonded Bituminous Surface and Modified Slurry Seal
University: Transportation Systems Engineering
Institution: Kansas State University
Life of Chip Seals on Kansas Highways
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of 4.75-mm Superpave Mixture
University: Transportation Systems Engineering
Institution: Kansas State University
15-Year Performance Evaluation of SPS-2 Project in Kansas
University: Transportation Systems Engineering
Institution: Kansas State University
Evaluation of Subgrade Resilient Modulus for Pavement Design using Mechanistic-Empirical Pavement Design Guide
University: Transportation Systems Engineering
Institution: Kansas State University
Field Verification of Superpave Dynamic Modulus
University: Transportation Systems Engineering
Institution: Kansas State University
Network Level Structural Evaluation Using Rolling Wheel Deflectometer
University: Transportation Systems Engineering
Institution: Kansas State University
Intelligent Compaction Control of Highway Embankment Soil
University: Transportation Systems Engineering
Institution: Kansas State University
Kansas Experience with Drainable PCC Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Road Maintenance Practices in Malaysia
University: Transportation Systems Engineering
Institution: Kansas State University
Mechanistic-Empirical Design Guide Analysis of Asphalt Pavements with Granular Base Course
University: Transportation Systems Engineering
Institution: Kansas State University
Pavement Surface Type Selection Based on Mechanistic-Empirical Design Guide Analysis
University: Transportation Systems Engineering
Institution: Kansas State University
Dynamic Wheel Loads On Superpave Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Comparison of Pavement Design using AASHTO 1993 and NCHRP Mechanistic–Empirical Pavement Design Guides
University: Transportation Systems Engineering
Institution: Kansas State University
Curling and Curling Stresses of New Concrete Pavements
University: Transportation Systems Engineering
Institution: Kansas State University
Intelligent Compaction Control
University: Transportation Systems Engineering
Institution: Kansas State University
The PCC Coefficient of Thermal Expansion Input for the Mechanistic-Empirical Pavement Design Guide
University: Transportation Systems Engineering
Institution: Kansas State University
Influence of Selected Design and Construction Features on JPCP Performance
University: Transportation Systems Engineering
Institution: Kansas State University
Effect of JPCP Performance on PCC Quality Control/Quality Assurance Specifications
University: Transportation Systems Engineering
Institution: Kansas State University
Influence of Traffic Inputs on Rigid Pavement Design Analysis Using the Mechanistic-Empirical Pavement Design Guide
University: Transportation Systems Engineering
Institution: Kansas State University
A Simulation of Flexible Pavement Design in Kansas Using M-EPDG
University: Transportation Systems Engineering
Institution: Kansas State University
Curling of New Concrete Pavement and Long-Term Performance
University: Transportation Systems Engineering
Institution: Kansas State University
Measurement and Evaluation of Tack Coat Application Rate for 4.75 mm NMAS Superpave Mix Overlay
University: Transportation Systems Engineering
Institution: Kansas State University
Computational Methods for Electric Power Systems
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Modern Flexible AC Transmission System Controllers
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Linear Ringdown Analysis Methods
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Mitigating Event Confidentiality Violations in Smart Grids: An Information Flow Security-based Approach
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
The Fokker-Planck Equation for Power System Stability Probability Density Function Evolution
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Power Electronic Conditioner Using Ultracapacitors to Improve Wind Turbine Power Quality
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Zero-Sum Two-Player Game Theoretic Formulation of Affine Nonlinear Discrete-time Systems Using Neural Networks
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Performance Prediction of a Vanadium Redox Battery for Use in Portable, Scalable Microgrids
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Improving Dynamic Response in Flying Capacitor 3-Level Buck Converter
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Predicting Performance of a Renewable Energy-Powered Microgrid Throughout the United States Using Typical Meteorological Year 3 Data
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Using Conditional Probability to Predict Solar-Powered Pump-and-Treat Performance
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Structure-Preserved Power System Transient Stability Using Stochastic Energy Functions
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
An Analysis of Power System Transient Stability Using Stochastic Energy Functions
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Pricing and Control in the Next Generation Power Distribution System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Feedback Linearization Based UPFC Internal Controller for Power Flow Control, Electric Power Components and Systems
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Performance Evaluation of Energy Efficient Lighting Associated with Renewable Energy Applications
University: Transportation Systems Engineering, University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Development of a Mobile Water Disinfection Unit Powered by Renewable Energy
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Decentralized Dynamic Surface Control of Large-Scale Interconnected Systems in Strict-Feedback Form Using Neural Networks with Asymptotic Stabilization
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Power System Voltage Regulation via STATCOM Internal Nonlinear Control
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Power System Stabilization Using Adaptive Neural Network-based Dynamic Surface Control
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Fault Detection and Mitigation in Multilevel Converter STATCOMs
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
The Future Renewable Electric Energy Delivery and Management (FREEDM) System: The Energy Internet
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Novel Real-Time Approach to Unified Power Flow Controller Validation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Nonlinear Control of FACTS Controllers for Damping Inter-Area Oscillations in Power Systems
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Novel Dynamic Representation and Control of Power Systems with FACTS Devices
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Novel Approach to Inter-Area Oscillation Damping by Unified Power Flow Controllers Utilizing Ultracapacitors
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
An Improved Nonlinear STATCOM Control for Electric Arc Furnace Voltage Flicker Mitigation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
An Improved UPFC control for oscillation damping
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Symbolic Reduction for High-Speed Power System Simulation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Variable Partitioning Strategy for the Multirate Method in Power Systems
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Vulnerability Analysis of a Smart Grid with Monitoring and Control System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Fokker-Planck Equation Application to Analysis of a Simplified Wind Turbine Model
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
An Automated Forward Operating Base Electrical Distribution System Simulator
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Distribution System Operation with Solid State Controller and Energy Storage Management
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Optimization in Energy and Power Management for Renewable-Diesel Microgrids Using Dynamic Programming Algorithm
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Microgrid Application With Computer Models and Power Management Integrated Using PSCAD/EMTDC
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Investigation on Singularity of Stochastic Differential Algebraic Power System Model
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Comparison of Matrix Pencil and Prony Methods for Power System Modal Analysis of Noisy Signals
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Numerical Simulation of Stochastic Differential Algebraic Equations for Power System Transient Stability with Random Loads
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Computer Models for Microgrid Applications
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Decentralized State Feedback and Near Optimal Adaptive Decentralized State Feedback and Near Optimal Adaptive Neural Network Control of Interconnected Nonlinear Discrete-Time Systems,
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
The New Centurions – How to Recruit and Retain Engineering Talent From the Millennial Generation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Programmed for Succes
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Energy Internet – Future Renewable Electric Energy Delivery and Management (FREEDM) Systems
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Failure Analysis and Retrofit Strategy of the Cardinal Raúl Silva Henríquez Bridge during the 2010 Chile Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Microstructural Characteristics of Polyurea and Polyurethane Xerogels for Concrete Confinement with FRP System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Electrochemical Behavior of Enamel Coting on Carbon Steel in Simulated Concrete Pore Water Solution with Various Chloride Contents
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Global Bond Behavior of Enamel-Coated Rebar in Concrete Beams with Spliced Reinforcement
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Large-Strain Optical Fiber Sensing and Real-Time Model Updating of Steel Structures under High Temperature Effect
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Moving-Window Least-Squares Fitting Method for Crack Detection and Rigidity Identification of Multi-Span Bridges
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Hilbert Transform Method for Parameter Identification of Time-varying Structures with Observer Techniques
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Cement-Modified Enamel Coating for Enhanced Corrosion Resistance of Steel Reinforcing Bars
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Deterioration of Enamel and Epoxy Coated Steel Rebar in 3.5wt.% NaCl Solution
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Local Bond Strength of Vitreous Enamel Coated Rebar to Concrete
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Microstructure and Corrosion Resistance of Enamel Coatings Applied to Smooth Reinforcing Steel
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Corrosion Resistance of Steel Rebar Coated with Three Types of Enamel
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
The Effect of Multiple Anisotropic Scattering Pattern on S Wave Energy Density Envelope
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Structural Performance of Bridges in the Offshore Maule Earthquake of 27 February 2010
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Corrosion Performance of Reactive-Enamel Coated Reinforcing Steel
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Recursive Hilbert-Huang Transform Method for the Dynamic Property Estimates of Time-Varying Structural Systems under Base Excitations
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Effect of Loading Rate on the Bonding Strength between Rebar and Concrete
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Corrosion Behavior of Enamel Coated Steel Rebar by EIS
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Dynamic Response Reduction of Cantilevered Columns by Anchored Constrained Viscoelastic Layer Treatments
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Surface Damping Effect of Anchored Constrained Viscoelastic Layers on the Flexural Response of Simply-Supported Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Signal Decomposition Theorem and its Application to Narrowband Time Series with Closely-Spaced Frequency Components
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Modified Modal Perturbation Method for Vibration Characteristics of Non-Prismatic Timoshenko Beams
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Response to the Letter to Editor by Dr. M. Feldman Entitled 'A Signal Decomposition or Lowpass Filtering with Hilbert Transform'
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Rapid-Acquisition Electronic Time-Domain Reflectometer for Dynamic Structure Analysis
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
An Optical Fiber Bragg Grating Sensing System for Scour Monitoring
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Effect of Chemically Reactive Enamel Coating on Bonding Strength at Steel/Mortar Interface
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Bridge Lessons Learned from the Wenchuan, China, Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Temperature Self-Compensated LPFG Sensor for Large Strain Measurements at High Temperature
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Crack Detectability and Durability of Coaxial Cable Sensors in RC Bridge Applications
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Condition Assessment of Bill Emerson Memorial Cable-Stayed Bridge under Postulated Design Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
An Extrinsic Fabry-Perot Interferometer-Based Large Strain Sensor with High Resolution
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Fringe Visibility Enhanced Extrinsic Fabry-Perot Interferometer Using a Graded Index Fiber Collimator
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Ice Structure Monitoring with an Optical Fiber Sensing System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Casing Pipe Damage Detection with Optical Fiber Sensors: a Case Study in Oil Well Constructions
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Seismic Response Control with Density-Variable Tuned Liquid Dampers
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Seismic Retrofit of Cast-in-Place Steel Shell Columns to Bent Cap Connections
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Smart Steel Strand for the Evaluation of Prestress Loss Distribution in Post-tensioned Concrete Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Research and Development of Plastic Optical Fiber Based Smart Transparent Concrete
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Lessons in Bridge Damage Learned from the Wenchuan Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Novel TDR-based Coaxial Cable Sensor for Crack/Strain Sensing in Reinforcing Concrete Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Dynamic Properties of Plain Concrete in Triaxial Stress State
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Functionally Upgraded Passive Devices for Seismic Response Reduction
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Engineering Lessons Learned from Fracture Failure of the Paseo Suspension Bridge
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Strain Transfer between Optical Fibers and Their Host Matrix with Plastic Deformation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Seismic Retrofit of Bridge Joints in Central U.S. with Carbon Fiber-Reinforced Polymer Composites
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Parametric Identification for a Truss Structure Using Axial Strain
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Model Experiments for Tuned Liquid Damper Performance in Reducing Seismic Responses of Structure Considering Soil-structure Interaction
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Damage Detection of Concrete Beams Using Nonlinear Features of Forced Vibration
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Semi-Empirical Electromagnetic Modeling of Crack Detection and Sizing in Cement-Based Materials Using Near-Field Microwave Methods
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Study on Shaking Table Model Test of Soil-Pile-Steel Structure-TLD Interaction System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Shaking Table Model Test of Soil-Pile-Steel Structure Interaction System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Steel Building Assessment in Post-Earthquake Fire Environments with Optical Fiber Sensors
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Dynamic Properties of Concrete under Multi-axial Loading
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Fiber Bragg Grating Sensors in Civil Engineering Applications
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Analysis of the Interstate-10 Twin Bridges Collapse during Hurricane Katrina
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Special Issue of the International Journal of Structural Engineering and Mechanics with a theme on earthquake engineering and engineering mechanics
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Chemically Reactive Enamel: a Steel Rebar Coating for Enhanced Durability in Concrete Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Enamel Coating: Chemically Bonded to Steel for Enhanced Corrosion Resistance
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Structural Health Monitoring in Civil Infrastructure Applications – New Perspectives
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Enamel-Coated Steel for Life-Cycle Performance of RC Structures – Characterization and Performance Validation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Real Time Bridge Scour Monitoring with Magneto-inductive Field Coupling
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Failure Analysis and Retrofit Strategy of the Cardinal Raul Silva Henriquez Bridge during the 2010 Chile Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Real Time Monitoring of Bridge Scour with Magnetic Field Strength Measurement
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A New Methodology for Bridge Scour Monitoring with Wireless Smart Rocks
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Probabilistic Modeling of Bond Behavior of Enamel Coated Steel to Mortar
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Bond Strength of Vitreous Enamel Coated Rebar to Concrete
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Experimental Validation of Finite Element Model Analysis of a Steel Frame in Simulated Post-Earthquake Fire Environments
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Hilbert Transform Method for System Identification of Time-Varying Building Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Adaptive Data Analysis with Analytical Mode Decomposition and Hilbert Transform – Applications in Structural Identification
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Structural Behavior Evaluation of a Steel Frame in Simulated Post-Earthquake Fire Environment Using a Comprehensive Sensing Network
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Corrosion of Phosphate-Doped Alkali Borosilicate Glasses in Alkaline Solutions
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Bridge Performance during the 2010 M8.8 Chile Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Blast Test of Full-Size Wall Barriers Reinforced with Enamel-Coated Steel Rebar
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Seismic Performance Evaluation of Highway N. High-Voltage Substation
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Quasi-Distributed Optical Fiber Sensor Network for Large Strain and High Temperature Measurements of Structures
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Steel Reinforcement Corrosion Detection with Coaxial Cable Sensors
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Crack Detection Using Integrated Signals from the Dynamic Responses of Girder Bridges
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Bridge Lessons Learned from the Wunchuan, China, Earthquake
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Inspection, Analysis and Loading Test of a Slab Bridge Strengthened with FRP Laminates
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Framework for Evaluating the Impact of Monitoring on Bridge Management
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Strengthening Rolla Bridge with FRP Laminates
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Pragmatic and Innovative Approach for Civil Infrastructure Condition Management: Structural Behavior Monitoring
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Simultaneous Strain and Temperature Monitoring of a Small-Scale Steel Column in harsh Environment with Long-Period Fiber Grating Sensors
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Field Investigation on Casing Pipe Damage for Pumping Well Pipelines Using Optical Fiber Sensors
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Crack Detectability and Durability of Coaxial Cable Sensors in RC Bridge Applications
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Why Do We Need Structural Behavior Monitoring
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Concrete Crack and Steel Corrosion Detection with Miniaturized Coaxial Cable Sensors
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Novel Long Period Fiber Grating Sensor for Large Strain Measurement in High Temperature Environment
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Preliminary Studies on Scour Monitoring with an Optical FBG-Based Sensing System
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Safety Evaluation of Seismic Behavior of the Bill Emerson Memorial Cable-stayed Bridge
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Definition and Examples of Functionally Upgraded Passive Devices
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Experimental Study on the Seismic Performance of a Large-scale TLD Model with Sloped Bottoms
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Novel Long Period Fiber Grating Sensor for Large Strain Measurement
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Research and Development of Plastic Optical Fiber Based Smart Transparent Concrete
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Measurement Accuracy Improvement of Brillouin Signal Using Wavelet Denoising Method
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
Smart FBG-based Steel Tie Rod with Self-monitoring Functionality
University: Transportation Systems Engineering
Institution: Missouri University of Science and Technology
A Smart Cable with Functionality of Full-scale Monitoring Using BOTDR Technique
Institution: Missouri University of Science and Technology
Seismic Performance Normalization of Bridges Using a Damping-enhanced Strengthening Methodology
Institution: Missouri University of Science and Technology
Current Development of Functionally Upgraded Passive Devices for Seismic Responses Reduction
Institution: Missouri University of Science and Technology
Seismic Performance Evaluation of the Bill Emerson Cable-stayed Bridge with Measured Acceleration Records
Institution: Missouri University of Science and Technology
Damping-Enhanced Strengthening: a Unique Way to Normalize the Seismic Performance of RC Bridges for Multiple Objectives
Institution: Missouri University of Science and Technology
Recent Development of Coaxial Cable Sensors for Crack Detection in Reinforced Concrete Bridge Deck, Column, and Pile
Institution: Missouri University of Science and Technology
Mass-variable TLD Systems and their Seismic Effectiveness for Building Response Control
Institution: Missouri University of Science and Technology
Real-time Condition Assessment of the Bill Emerson Cable-stayed Bridge Using Artificial Neural Networks
Institution: Missouri University of Science and Technology
Coaxial Cable Sensors for Distributed Crack Detection in RC Bridge Columns and Decks
Institution: Missouri University of Science and Technology
Coaxial Cable Sensors for Distributed Crack Detection in RC Bridge Columns, Decks, and Piles
Institution: Missouri University of Science and Technology
3D Finite Element Model of the Bill Emerson Cable-stayed Bridge and its Calibration with Field Measured Data
Institution: Missouri University of Science and Technology
Adaptable Passive Devices with Example Mass-variable Tuned Liquid Dampers
Institution: Missouri University of Science and Technology
Damping-Enhanced Seismic Strengthening of RC Columns for Multiple Performance Objectives
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Engineering Lessons Learned from Fracture Failure of the Paseo Suspension Bridge
Institution: Missouri University of Science and Technology
Novel Distributed Cable Sensors and ETDR Instrument for Real-time Detection of Cracks in RC Structures
Institution: Missouri University of Science and Technology
Dynamic Behavior of a Damping-Enhanced Strengthening System for Seismic Retrofit of RC Columns
Institution: Missouri University of Science and Technology
Distributed Cable Sensors for Structural Damage Detection: Implementation Issues
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Retrofit of Column-Bent Cap Connections of Alaska Bridges for Seismic Loadings: Damage Evaluation
Institution: Missouri University of Science and Technology
Commonly-Used Steel Rods for Cost-Effective Seismic Retrofit of Steel-Girder Bridges: Energy Dissipation and Fatigue Properties
Institution: Missouri University of Science and Technology
Optimal Design of RC Column Seismic Retrofitting for Multiple Performance Objectives with an Integrated Damping and Strengthening Methodology
Institution: Missouri University of Science and Technology
Thin Steel Sheet Wrapping on RC Columns and Steel Plate Strengthening on Beam-Column Joints for Seismic Ductility and Capacity Improvements
Institution: Missouri University of Science and Technology
Mid-American Highway Bridge Response to Near-field Ground Motions from New Madrid Seismic Zone
Institution: Missouri University of Science and Technology
The Role of Stakeholder Engagement in the Development of Sustainable Rail Infrastructure Systems
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Strategic Decision Model for Evaluating Inland Freight Hub Locations
Institution: Missouri University of Science and Technology
Critical Issues in Supply Chain Design of Electric Vehicle Battery Technology
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Evaluating Useful Life and Developing Replacement Schedules for LED Traffic Signals: Statistical Methodology and a Field Study
Institution: Missouri University of Science and Technology
Partnership Strategies for Transportation
Institution: Missouri University of Science and Technology
Harvesting and Oil Extraction from Filamentous Algae Growing in Wastewater as Biodiesel Feedstock: Experiments and Process Modeling
Institution: Missouri University of Science and Technology
Evaluation of Socio-Technical Constraints to Widespread Adoption of Electric Vehicles
Institution: Missouri University of Science and Technology
Driver Perceptions and the Impact of Change Resistance on the Implementation of Variable Speed Limit Systems
Institution: Missouri University of Science and Technology
Cross-Cultural Management Learning through Innovative Pedagogy: an Exploratory Study of Globally Distributed Student Teams
Institution: Missouri University of Science and Technology
An Integrated Virtual Teaming Framework for Engineering Education
Institution: Missouri University of Science and Technology
Teaching Brief: Collaborative Teaching and Learning through Multi-Institutional Integrated Group Projects
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness Analysis for Alternative Energy Strategies
Institution: Missouri University of Science and Technology
A Comparative Analysis of Defensive Routines in Engineering Managers versus Non-Engineering Managers
Institution: Missouri University of Science and Technology
Strategic Process Integration of Energy and Environmental Management Systems in Waste Water Treatment Plants
Institution: Missouri University of Science and Technology
An Evaluative Economic Development Typology for Sustainable Rural Economic Development
Institution: Missouri University of Science and Technology
The Value of Graduate Certificate Programs in Engineering Education: A Strategic Assessment
Institution: Missouri University of Science and Technology
The Role of Multi-institutional Partnerships in Supply Chain Management Course Design and Improvement
Institution: Missouri University of Science and Technology
The Strategic Implications of Non-technical Stakeholder Acceptance in High Technology System Design and Implementation
Institution: Missouri University of Science and Technology
Motivation and Stakeholder Acceptance in Technology-driven Change Management: Implications for the Engineering Manager
Institution: Missouri University of Science and Technology
Creating Virtual Business Relationships
Institution: Missouri University of Science and Technology
The China Connection: Intermodal Transport Opportunities in Southwest Missouri
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Bibliometric Analysis of Electric Vehicle Research
Institution: Missouri University of Science and Technology
Identifying Transportation Workforce Challenges In The Development Of A National Transportation Workforce Strategy
Institution: Missouri University of Science and Technology
Identifying the Key Attributes of Mentoring In the Transportation Industry
Institution: Missouri University of Science and Technology
Creating a Sustainable Transportation Workforce: Identifying Skills and Abilities for Emerging Technology
Institution: Missouri University of Science and Technology
Strategic Innovation: Driver Perceptions and the Impact of Change Resistance on the Implementation of Variable Speed Limit Systems
Institution: Missouri University of Science and Technology
LED Useful Life Replacement Strategies
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Strategic Matching and Linkage Development for Business
Institution: Missouri University of Science and Technology
Project Management for Base Camp Design
Institution: Missouri University of Science and Technology
Impact of Using PEM Forklifts on Manufacturing Layouts
Institution: Missouri University of Science and Technology
Developing Resiliency and Scalability Metrics as Part of Contingency Basing Supply Chain Design
Institution: Missouri University of Science and Technology
An Evaluation of Real Options Approach in Public-Private Partnerships
Institution: Missouri University of Science and Technology
Updating the Case Study for Complex Engineering Infrastructure Problems
Institution: Missouri University of Science and Technology
Hybrid Delivery of Engineering Economy to Large Classes
Institution: Missouri University of Science and Technology
Integrating Geospatial Data from the National Map with Extreme Events Supply Chain Networks to Improve Resiliency Following Large-Scale Urban Disasters
Institution: Missouri University of Science and Technology
A Decision Methodology for Retrofitting Existing Lighting Infrastructure with LED Technology
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Using Retrospective Assessment to Measure Levels of Student and Faculty Engagement
Institution: Missouri University of Science and Technology
Managing Change Resistance in Integrating Supply Chain Curriculum
Institution: Missouri University of Science and Technology
Life Expectancy Evaluation and Replacement Schedule Development for LED Traffic Signals
Institution: Missouri University of Science and Technology
Strategic Decision Model: Characteristics for Sustainable Intermodal Logistic Hubs
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness for Sustainability Strategies
Institution: Missouri University of Science and Technology
Using Integrated Teaming to Enhance Sustainability Supply Chain Curriculum
Institution: Missouri University of Science and Technology
Integrating Remanufacturing in Sustainable Supply Chain Management and Facility Logistics Curriculum
Institution: Missouri University of Science and Technology
A Virtual Incubator Framework for Bio-based Entrepreneurship
Institution: Missouri University of Science and Technology
Building Communication Skills in Supply Chain Management and Facility Logistics Curriculum
Institution: Missouri University of Science and Technology
Simulating a Global Learning Experience: The Role of Multi-institutional Partnerships in Supply Chain-Logistics Course Design and Improvement
Institution: Missouri University of Science and Technology
Strategic Process Integration: Creating a Unified Energy and Environmental Management Systems Model for Waste-Water Treatment Plants
Institution: Missouri University of Science and Technology
Strategic Assessment of Value-Added Engineering Graduate Certificate Programs in the Student-to-Industry Life Cycle
Institution: Missouri University of Science and Technology
Building Strategic Partnerships for Technology Entrepreneurship
Institution: Missouri University of Science and Technology
What New Faculty Need to Know
Institution: Missouri University of Science and Technology
Public Private Partnerships and Rural Economic Development
Institution: Missouri University of Science and Technology
Collaborative Networks as Innovation Accelerators
Institution: Missouri University of Science and Technology
An Evaluation of Lean Technique Effectiveness
Institution: Missouri University of Science and Technology
Building effective virtual teams: A systems approach to analyzing and codifying virtual team competencies
Institution: Missouri University of Science and Technology
Leadership Competencies in Team-Based and Traditional Organizations: A Comparative Study
Institution: Missouri University of Science and Technology
The Globalization of Curriculum and Program Design in Applied Science and Supply Chain Management Program
Institution: Missouri University of Science and Technology
Socio-technical System Design: Managing Risk at the Man-Machine Interface
Institution: Missouri University of Science and Technology
Strategic Planning and Rural Economic Development: An Evaluative Case Study Approach to the Use of Public Private Partnerships in High Risk Transportation Projects
Institution: Missouri University of Science and Technology
A Survey of Bridge Maintenance Strategies
Institution: Missouri University of Science and Technology
Domain 2: Leadership and Organizational Management
Institution: Missouri University of Science and Technology
Domain 7: Marketing and Sales Management in Engineering Organizations
Institution: Missouri University of Science and Technology
Evaluating Useful Life and Developing Replacement Schedules for LED Traffic Signals: Statistical Methodology and a Field Study
Institution: Missouri University of Science and Technology
Real Options as an Incentive Scheme for Managing Revenues in Transportation Infrastructure Projects
Institution: Missouri University of Science and Technology
A Framework of Modeling and Optimization for Planning Charged Particle Beam Scanning in Nanomanufacturing
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness Analysis for Alternative Energy Strategies
Institution: Missouri University of Science and Technology
Demand Modeling of Stochastic Product Diffusion Over the Life Cycle
Institution: Missouri University of Science and Technology
Workforce Planning Over the Service Life Cycle
Institution: Missouri University of Science and Technology
Workforce Agility for Stochastically Diffused Conditions – A Real Options Perspective
Institution: Missouri University of Science and Technology
A Real Options Model for Workforce Cross-Training
Institution: Missouri University of Science and Technology
Revenue Management of Transportation Infrastructure During the Service Life Using Real Options, in Decision Making in Service Industries: A Practical Approach
Institution: Missouri University of Science and Technology
A Real Options Model for Cross Training, in Real Options in Engineering Design, Operations, and Management
Institution: Missouri University of Science and Technology
Life Expectancy Evaluation and Replacement Schedule Development for LED Traffic Signals
Institution: Missouri University of Science and Technology
An Evaluation of Real Options Approach in Public-Private Partnerships
Institution: Missouri University of Science and Technology
Pattern Planning and Optimization of Charged Particle Beam Scanning in Nanomanufacturing
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness for Sustainability Strategies
Institution: Missouri University of Science and Technology
Strategies for Using Technology When Grading Problem-Based Classes
Institution: Missouri University of Science and Technology
A Real Options Approach of Managing Public-Private Partnerships Projects under High Uncertainty
Institution: Missouri University of Science and Technology
A Real Option for Attaining Improved Public-Private Partnership
Institution: Missouri University of Science and Technology
Service Capacity Planning Considering the Learning Behavior during Service Product Lifecycles
Institution: Missouri University of Science and Technology
Performance-Based Seismic Design of Unbonded Precast Post-Tensioned Concrete Filled GFRP Tube Piers
Institution: Missouri University of Science and Technology
Seismic Performance of UFC Segmental Columns
Institution: Missouri University of Science and Technology
Finite Element Analysis of Self-Centering Bridge Piers
Institution: Missouri University of Science and Technology
Behavior of Segmental Precast Post-Tensioned Bridge Piers under Lateral Loads
Institution: Missouri University of Science and Technology
Pushover Analysis of the I-5 Ravenna Bridge
Institution: Missouri University of Science and Technology
Seismic Behavior of Self-Centering Precast Segmental Bridge Bents
Institution: Missouri University of Science and Technology
Effects of Interface Material on the Performance of Free Rocking Blocks
Institution: Missouri University of Science and Technology
Seismic Behavior of Posttensioned Concrete-Filled Fiber Tubes
Institution: Missouri University of Science and Technology
Retrofitting of Rectangular Columns with Deficient Lap Splices
Institution: Missouri University of Science and Technology
Static Cyclic Response of Masonry Walls Retrofitted with Fiber Reinforced Polymers
Institution: Missouri University of Science and Technology
Shear Strength of URM Walls Retrofitted Using FRP
Institution: Missouri University of Science and Technology
Analytical Model for the In-Plane Shear Behavior of URM Walls Retrofitted with FRP
Institution: Missouri University of Science and Technology
Aseismic Retrofitting of Unreinforced Masonry Walls Using FRP,
Institution: Missouri University of Science and Technology
Finite Element Analysis of Post-Tensioned Brick Masonry Walls
Institution: Missouri University of Science and Technology
Performance of Partially Grouted Masonry Shear Walls
Institution: Missouri University of Science and Technology
Effects of Near-Fault Ground Motions and Equivalent Pulses on Multi-Story Structures
Institution: Missouri University of Science and Technology
An Overview of Sustainable Concrete Made with Scrap Rubber
Institution: Missouri University of Science and Technology
Effect of UFC Segments for Enhancing the Seismic Performance of Bridge Columns
Institution: Missouri University of Science and Technology
Seismic Resistance of UFC Segmented Bridge Piers
Institution: Missouri University of Science and Technology
Seismic Performance of UFC Jacket Piers
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Finite Element Modeling of Segmented Columns Under Lateral Loading
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Nonlinear Static and Dynamic Analysis of Ravenna Bridge
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Lateral Displacement of Rectangular Reinforced Concrete Columns Retrofitted Using FRP
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Performance of Follow Core Prestressed Concrete Piles Under Lateral Loading
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Finite Element Modeling of Hollow Precast Prestressed Reinforced Concrete Piles
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Retrofitting of Rectangular Columns Using CFRP
Institution: Missouri University of Science and Technology
Codes and Provisions for Retrofitting of Concrete Columns Using FRP
Institution: Missouri University of Science and Technology
Rocking Response of Post-Tensioned Rigid Blocks
Institution: Missouri University of Science and Technology
Rocking Response of Solid Blocks on Rigid and Flexible Foundations
Institution: Missouri University of Science and Technology
Probabilistic Approach to the Rigid Body Rocking Problem
Institution: Missouri University of Science and Technology
Retrofitting of Masonry Walls Using Shotcrete
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Probabilistic Analysis of Rocking Blocks
Institution: Missouri University of Science and Technology
Comparisons Between Shear Strength Predictions of Partially Grouted Masonry Walls in Australian and International Standards
Institution: Missouri University of Science and Technology
Finite Element Analysis of Post-Tensioned Brick Masonry Walls
Institution: Missouri University of Science and Technology
Seismic Performance of Partially Grouted Masonry Shear Walls
Institution: Missouri University of Science and Technology
Experimental Shear Strength of Squat Masonry Shear Walls
Institution: Missouri University of Science and Technology
Response of Multi-Story Structures to Near-Fault Ground Motions and Equivalent Pulses
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Seismic Behavior of Segmented Frames
Institution: Missouri University of Science and Technology
In-Plane Shear Strength of Partially Grouted Masonry Walls
Institution: Missouri University of Science and Technology
In-Plane Static Cyclic Response of Strengthened Masonry Walls with an Opening and a Rigid Diaphragm
Institution: Missouri University of Science and Technology
Verifications of Shear Strength of Masonry Walls Retrofitted with FRP
Institution: Missouri University of Science and Technology
The Effect of Interface Material on the Dynamic Behavior of Free Rocking Blocks
Institution: Missouri University of Science and Technology
FRP Retrofit of Rectangular RC columns
Institution: Missouri University of Science and Technology
TMS Shopping Center
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Pillar Width Measuring in Trona Mines with a Body Wave Based In-Seam Seismic Technique
Institution: Missouri University of Science and Technology
Source Location Error Analysis and Optimization Methods
Institution: Missouri University of Science and Technology
A Retrievable Sensor Installation Technique for Acquiring High Frequency Signals
Institution: Missouri University of Science and Technology
Field Measurement of P- and S-Wave Velocities for Wyoming Trona Deposit
Institution: Missouri University of Science and Technology
Identification of Overlapped In-Seam Seismic Signals with Wavelet Analysis
Institution: Missouri University of Science and Technology
Development of a Simple Mechanical Impact System as a Non-Explosive Seismic Source
Institution: Missouri University of Science and Technology
Microseismic Monitoring at a Limestone Mine
Institution: Missouri University of Science and Technology
Acoustic Emission/Microseismic Source Location Analysis for a Limestone Mine Exhibiting High Horizontal Stresses
Institution: Missouri University of Science and Technology
Void Detection at an Anthracite Mine Using an In-Seam Seismic Method
Institution: Missouri University of Science and Technology
Void Detection in Wyoming Trona Mines with In-Seam Body Waves
Institution: Missouri University of Science and Technology
Microseismic Monitoring in Mines
Institution: Missouri University of Science and Technology
Field Test of an In-Seam Seismic - Based Void Detection Technique
Institution: Missouri University of Science and Technology
Detection of Abandoned Underground Mine Voids Using In-Seam Seismic Waves
Institution: Missouri University of Science and Technology
Signal Processing with Wavelet Transform for In-Seam Seismic Based Mine Void Detection Technique
Institution: Missouri University of Science and Technology
The Application of Wavelet Transform to Seismic Signal Arrival Time Picking
Institution: Missouri University of Science and Technology
Error Estimation and Optimization Method in Microseismic Source Location
Institution: Missouri University of Science and Technology
Error Estimation and Optimization Method in Microseismic Source Location
Institution: Missouri University of Science and Technology
Cross-Layer Schemes for Reducing Delay in Multihop Wireless Networks
Institution: Missouri University of Science and Technology
Cross-Layer Throughput Optimization with Transmission Power Control in Sensor Networks
Institution: Missouri University of Science and Technology
Maximum Lifetime Coverage Preserving Scheduling Algorithms in Sensor Networks
Institution: Missouri University of Science and Technology
Throughput and Delay Optimization with Configurable Trade-off in Multihop Wireless Networks
Institution: Missouri University of Science and Technology
Joint Routing and Link Rate Allocation under Bandwidth and Energy Constraints in Sensor Networks
Institution: Missouri University of Science and Technology
Energy Efficient Data Gathering Algorithm in Sensor Networks with Partial Aggregation
Institution: Missouri University of Science and Technology
Coverage Breach Problems in Bandwidth Constrained Sensor Networks
Institution: Missouri University of Science and Technology
A Mathematical Formulation of DNA Computation
Institution: Missouri University of Science and Technology
GeoSENS: geo-based sensor network secure communication protocol
Institution: Missouri University of Science and Technology
Energy-Efficient Broadcast and Multicast Routing in Multihop Ad Hoc Wireless Networks
University: University of Iowa
Institution: Missouri University of Science and Technology
Characterization and Visualization of Sophisticated Scanning Attacks
Institution: Missouri University of Science and Technology
Simultaneous Routing and Multiplexing in Ad Hoc Networks with MIMO Links
Institution: Missouri University of Science and Technology
Visualizing Graph Features for Fast Port Scan Detection
University: University of Iowa
Institution: Missouri University of Science and Technology
Vulnerability Analysis of a Smart Grid with Monitoring and Control System
Institution: Missouri University of Science and Technology
A Combinatorial Solution for Scheduling Spatial Multiplexing in MIMO-Based Ad Hoc Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Transmission Scheduling Based on a New Conflict Graph Model for Multicast in Multihop Wireless Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Minimum Delay Routing in Multihop Wireless Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Towards Minimum Delay Broadcasting and Multicasting in Multihop Wireless Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Link Activity Scheduling for Minimum End-to-End Latency in Multihop Wireless Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Interference-Aware Multipath Routing and Link Rate Control in Multihop Wireless Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Bio-Inspired Node Localization in Wireless Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Improving Sensor Network Lifetime Through Hierarchical Multihop Clustering
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Transmission Scheduling for CBR Traffic in Multihop Wireless Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Link Rate Allocation under Bandwidth and Energy Constraints in Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Edge Coloring for Transmission Scheduling in Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Improving Channel Throughput of WLANs and Ad Hoc Networks Using Explicit Denial of Requests
Institution: Missouri University of Science and Technology
Genetic Code Based Coding and Mathematical Formulation for DNA Computation
Institution: Missouri University of Science and Technology
Mechanical Verification of Cryptographic Protocols
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Performance Comparison of Clustering Schemes in Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Combinatorial Optimization in Communication Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Advances in Wireless Ad Hoc and Sensor Networks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Comprehensive Structural Analysis Process for Failure Assessment in Aircraft Lap-Joint Mimics Using Multi-Modal Fusion of NDE Data
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Assessment of Microwave Detection of Alkali-Silica Reaction Gel (ASR) in Cement-Based Material
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Wideband Microwave Characterization of Alkali-Silica Reaction (ASR) Gel in Cement-Based Materials
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Improved Efficiency of Microwave Wideband Imaging Using Compressed Sensing Techniques
Institution: Missouri University of Science and Technology
High Resolution Millimeter Wave Imaging of Space Shuttle Fuel Tank Spray-On-Foam Insulation
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Improvements of Probe Response Extraction Using Time Domain Gating for Embedded Modulated Scatterer Technique
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Near-Field Microwave In-Process Thickness monitoring of Coatings Undergoing Curing
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Microwave and Millimeter Wave Sensors for Crack Detection
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Wiener Filter-Based Synthetic Aperture Radar (SAR) Algorithm for Microwave Imaging of Targets in Layered Media
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Nonuniform Manual Scanning for Rapid Microwave Nondestructive Evaluation Imaging
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Optimum 2-D Non-uniform Spatial Sampling for Microwave SAR-Based NDE Imaging Systems
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Compact Ka-Band One-Port Vector Reflectometer Using a Wideband Electronically-Controlled Phase-Shifter
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Application of Embedded Dual-Loaded Modulated Scatterer Technique (MST) to Multilayer Structures
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Legendre Fit of the Reflection Coefficient of a Radiating Rectangular Waveguide Aperture
Institution: Missouri University of Science and Technology
Detection of Corrosion in Reinforcing Steel Bars Using Microwave Dual-Loaded Differential Modulated Scatterer Technique
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Comprehensive Structural Analysis Process for Failure Assessment in Aircraft Lap-Joint Mimics Using Intra-Modal Fusion of Eddy Current Data
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A High Dynamic Range Heterodyne Microwave Receiver for Modulated Scattering Measurements
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Portable Real-Time Microwave Camera at 24 GHz
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Microwave Dielectric-Loaded Rectangular Waveguide Resonator for Depth Evaluation of Shallow Flaws in Metals
University: University of Nebraska at Omaha
Institution: Missouri University of Science and Technology
Optimum 2D Uniform Spatial Sampling for Microwave SAR-Based NDE Imaging Systems
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
K-band Varactor Diode-Tuned elliptical Slot Antenna
University: University of Nebraska at Omaha
Institution: Missouri University of Science and Technology
Dual-Loaded Modulated Dipole Scatterer as an Embedded Sensor
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Modulated Elliptical Slot Antenna for Electric Field Mapping and Microwave Imaging
University: University of Nebraska at Omaha
Institution: Missouri University of Science and Technology
Ka-Band Vector Reflectometer based on Simple Phase-Shifter Design
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Rapid Rotary Scanner and Portable Coherent Wideband Q-Band Transceiver for High-Resolution Millimeter Wave Imaging Applications
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Depth Evaluation of Shallow Surface Cracks in Metals Using Rectangular Waveguides at Millimeter-Wave Frequencies
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Multiple Loaded Scatterer Method for E-Field Mapping Applications
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Novel and Simple High Frequency Single-Port Vector Network Analyzer (VNA)
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Near-field Millimeter Wave imaging of Exposed and Covered Fatigue Cracks
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Novel Near-Field Millimeter Wave Differential Probe Using A Dual-Loaded Modulated Aperture
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Multimodal Solution for a Waveguide Radiating into Multilayered Structures - Dielectric Property and Thickness Evaluation
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Maxwellian Circuits-Based Analysis of Loaded Wire Antennas and Scatterers
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Application of Frustrated Total Internal Reflection of Millimeter Waves for Detection and Evaluation of Disbonds in Dielectric Joints
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Evaluation of Reconstruction Error in Microwave Holographic Imaging with Reduced Data Sets
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Dual-Polarized Near-Field Microwave Reflectometer for Non-Invasive Inspection of Carbon Fiber Reinforced Polymer (CFRP)-Strengthened Structures
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Direction of Arrival Estimation Based on Support Vector Regression: Experimental Validation and Comparison with MUSIC
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Disbond Thickness Evaluation Employing Multiple-Frequency Near-Field Microwave Measurements
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Microwave and Millimeter Wave Nondestructive Testing and Evaluation – Overview and Recent Advances
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Millimeter Wave Differential Probe for Nondestructive Detection of Corrosion Precursor Pitting
University: University of Iowa
Institution: Missouri University of Science and Technology
Three Dimensional Numerical Simulation of Microwave Imaging Based On an Iterative Forward Reconstruction Method
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave Reflectometry as a Novel Diagnostic Tool for Detection of Skin Cancers
University: University of Iowa
Institution: Missouri University of Science and Technology
Millimeter Wave Detection of Localized Anomalies in the Space Shuttle External Fuel Tank Insulating Foam
University: University of Iowa
Institution: Missouri University of Science and Technology
Semi-Empirical Electromagnetic Modeling of Crack Detection and Sizing in Cement-Based Materials Using Near-Field Microwave Methods
University: University of Iowa
Institution: Missouri University of Science and Technology
A Longitudinal Evaluation of a GIS Laboratory in a Transportation Engineering Course
University: University of Iowa
Institution: Missouri University of Science and Technology
Estimation of Earthquake Loss due to Bridge Damage in the St. Louis Metropolitan Area: Part I - Direct Losses
University: University of Iowa
Institution: Missouri University of Science and Technology
Estimation of Earthquake Loss due to Bridge Damage in the St. Louis Metropolitan Area: Part II - Indirect Losses
University: University of Iowa
Institution: Missouri University of Science and Technology
Monotonic Behavior of Mississippi River Valley Silt in Triaxial Compression
University: University of Iowa
Institution: Missouri University of Science and Technology
Direct Shear Tests on JSC-1A Lunar Soil Simulant
University: University of Iowa
Institution: Missouri University of Science and Technology
Remote Sensing of Soil Moisture Using Airborne Hyperspectral Data
Institution: Missouri University of Science and Technology
Earthquake-Induced Deformation Analysis of a Bridge Approach Embankment in Missouri
University: University of Iowa
Institution: Missouri University of Science and Technology
A Slurry Consolidation Approach to Reconstitute Low-plasticity Silt Specimens for Laboratory Triaxial Testing
University: University of Iowa
Institution: Missouri University of Science and Technology
Nonlinear Site Response and Liquefaction Analysis in the New Madrid Seismic Zone
University: University of Iowa
Institution: Missouri University of Science and Technology
Post Earthquake Recovery of Water Distribution System: Discrete Event Simulation Using Colored Petrinets
University: University of Iowa
Institution: Missouri University of Science and Technology
Low Viscosity Pore Fluid to Manufacture Transparent Soil
University: University of Iowa
Institution: Missouri University of Science and Technology
Reporte del Sismo de Honduras del 28 De Mayo de 2009, Mw 7.3
Institution: Missouri University of Science and Technology
A GIS Learning Tool for Civil Engineers
University: University of Kansas
Institution: Missouri University of Science and Technology
Chemical Quality of Depositional Sediments and Associated Soils in New Orleans and the Louisiana Peninsula Following Hurricane Katrina
University: University of Kansas
Institution: Missouri University of Science and Technology
Análisis de Deslizamientos en la Ciudad Capital Utilizando Sistemas de Información Geográfica
University: University of Kansas
Institution: Missouri University of Science and Technology
Spatial Bioaccumulation Modeling in a Network of Bayous
University: University of Kansas
Institution: Missouri University of Science and Technology
Effects of an Axial Load on the Lateral Behavior of Micropiles in Stiff Clay
University: University of Kansas
Institution: Missouri University of Science and Technology
Liquefaction and Seismically-Induced Settlement, Ground Failures, and Seismic Studies on Recent Earthquakes and Stability and Displacement Performance of Slopes, Landfills, and Earth Dams Under Earthquakes
University: University of Kansas
Institution: Missouri University of Science and Technology
Analysis of the Interstate 10 Twin Bridge’s Collapse During Hurricane Katrina
University: University of Kansas
Institution: Missouri University of Science and Technology
Recent Geotechnical Development in Geospatial Information Systems Technology
University: University of Kansas
Institution: Missouri University of Science and Technology
Introduction of GIS into Civil Engineering Curricula
University: University of Kansas
Institution: Missouri University of Science and Technology
Computer Applications in Geotechnical Engineering,
University: University of Kansas
Institution: Missouri University of Science and Technology
Geotechnical Reconnaissance of the Mississippi River Delta Flood-protection System After Hurricane Katrina
University: University of Kansas
Institution: Missouri University of Science and Technology
Soil and Rock Behavior
University: University of Kansas
Institution: Missouri University of Science and Technology
Evaluation of a Transportation Engineering GIS Laboratory Based on Assessment of Student Learning
University: University of Kansas
Institution: Missouri University of Science and Technology
Student-Centered Evaluation of a GIS Laboratory in Transportation Engineering
University: University of Kansas
Institution: Missouri University of Science and Technology
Liquefaction Effects on Lateral Pile Behavior for Bridges
University: University of Kansas
Institution: Missouri University of Science and Technology
Transverse-Earthquake Induced Deformations of a Bridge Approach Embankment in the New Madrid Seismic Zone
University: University of Kansas
Institution: Missouri University of Science and Technology
Earthquake Hazard Input for Loss Estimation Study: St. Louis Highway System
University: University of Kansas
Institution: Missouri University of Science and Technology
Liquefaction Resistance and Postliquefaction Reconsolidation characteristics of Mississippi River Valley Silt
University: University of Kansas
Institution: Missouri University of Science and Technology
Using Text Mining to Examine the User Feedback of a Web-based Learning System
University: University of Kansas
Institution: Missouri University of Science and Technology
Quantifying the Usage of Multimedia on a Web Based E-Learning Module
University: University of Kansas
Institution: Missouri University of Science and Technology
A Web-Based Learning Module for Teaching GIS within the Context of Environmental Engineering
University: University of Kansas
Institution: Missouri University of Science and Technology
Evaluation of a Web-Based Learning Tool for Teaching GIS within the Context of Transportation Engineering
University: University of Kansas
Institution: Missouri University of Science and Technology
Longitudinal Evaluation of a Learning System for Teaching GIS within the Context of a Geotechnical Problem
University: University of Kansas
Institution: Missouri University of Science and Technology
Reconnaissance Report of the May 28, 2009 Honduras Earthquake, M 7.3
University: University of Kansas
Institution: Missouri University of Science and Technology
General Report – Session 4: (a) Liquefaction and Seismically-Induced Settlement, Ground Failures, and Seismic Studies on Recent Earthquakes; (b) Stability and Displacement Performance of Slopes, Landfills, and Earth Dams Under Earthquakes
University: University of Iowa
Institution: Missouri University of Science and Technology
Value Engineering and Field Testing of Pre-Cast Concrete Piles for the KCIcon Project
University: University of Kansas
Institution: Missouri University of Science and Technology
GIS-Based Geotechnical Seismic Hazard Screening Tool
University: University of Kansas
Institution: Missouri University of Science and Technology
Long Term Stability of the South Fork Tolt River Dam
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
LRFD for Helical Anchors: An Overview
University: University of Iowa
Institution: Missouri University of Science and Technology
Introduction of GIS into Civil Engineering Curricula
University: University of Kansas
Institution: Missouri University of Science and Technology
Hazards Assessment of St. Charles County – Earthquakes and Floods
University: University of Iowa
Institution: Missouri University of Science and Technology
Integration of a GIS Learning Management Systems into Civil Engineering Curricula: An Evaluation
University: University of Kansas
Institution: Missouri University of Science and Technology
Evaluation of the Taum Sauk Upper Reservoir Failure
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Liquefaction Behavior of Mississippi River Silts
University: University of Kansas
Institution: Missouri University of Science and Technology
Prediction of Damage/Repair Rates in Water Distribution Systems due to Seismic Events Using Artificial Neural Networks
University: University of Iowa
Institution: Missouri University of Science and Technology
Damage Assessment of the Taum Sauk Dam Failure Using LiDAR
University: University of Kansas
Institution: Missouri University of Science and Technology
ASDSO Advanced Technical Seminar Course Notes: Structural Behavior Monitoring for Dam Safet,
University: University of Iowa
Institution: Missouri University of Science and Technology
Reconnaissance Report of the May 28, 2009, Honduras Earthquake
University: University of Iowa
Institution: Missouri University of Science and Technology
Static, Dynamic and Liquefaction Behavior of Silt
University: University of Iowa
Institution: Missouri University of Science and Technology
Earthquake Hazards Assessment and Mitigation: A Pilot Study in the New Madrid Seismic Zone
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
ASDSO Technical Seminar Course Notes: Advanced Slope Stability Analysis
University: University of Iowa
Institution: Missouri University of Science and Technology
Rapid Repair of a Severely Damaged RC Column Having Fractured Bars Using Externally Bonded CFRP
University: University of Iowa
Institution: Missouri University of Science and Technology
Fracture Mechanics Approach to Predicting the Behavior of Reinforced Concrete Members with Externally-bonded Fiber Reinforced Polymer Laminates
University: University of Iowa
Institution: Missouri University of Science and Technology
Field Investigation of Spalling in Partial-Depth Precast Concrete Bridge Decks Using NDT
University: University of Iowa
Institution: Missouri University of Science and Technology
Numerical Simulation of Partial-Depth Precast Concrete Bridge Deck Spalling
University: University of Iowa
Institution: Missouri University of Science and Technology
Influence of Effective Depth on the Shear Strength of Concrete Beams – Experimental Study
University: University of Iowa
Institution: Missouri University of Science and Technology
Evaluation of Minimum Shear Reinforcement Requirements in Nonprestressed Beams Without Distributed Horizontal Reinforcement
University: University of Iowa
Institution: Missouri University of Science and Technology
Flexural Behavior of Hybrid Precast Prestressed Bridge Deck Panels under Static and Fatigue Loading Conditions – an Experimental Study
University: University of Iowa
Institution: Missouri University of Science and Technology
Spalling of Partial-Depth Precast-Prestressed Bridge Deck Panel Investigation Using GP
University: University of Iowa
Institution: Missouri University of Science and Technology
Size and Scale Effects on the Shear Strength of Concrete Beams
University: University of Iowa
Institution: Missouri University of Science and Technology
An Evaluation of Anchorage Systems For Fiber-Reinforced Polymer (FRP) Laminates Bonded to Reinforced Concrete Elements
University: University of Iowa
Institution: Missouri University of Science and Technology
Dynamic Response Improvement in a Buck-Type Converter Using Capacitor Current Feedforward Control
University: University of Iowa
Institution: Missouri University of Science and Technology
Distributed Power Balancing for the FREEDM System
University: University of Iowa
Institution: Missouri University of Science and Technology
Design of a Conditioner for Smoothing Wind Turbine Output Power
University: University of Iowa
Institution: Missouri University of Science and Technology
Adaptive Quadrant Filter Based Phase Locked Loop System
University: University of Iowa
Institution: Missouri University of Science and Technology
Hamiltonian Theory Based Coordinated Nonlinear Control of Generator Excitation and STATCOMs
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel Phase-Locked-Loop and its Application in STATCOM System
University: University of Iowa
Institution: Missouri University of Science and Technology
Distributed Grid Intelligence for Future Microgrid with Renewable Sources and Storage
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Feedback Linearization Internal Control for the Unified Power Flow Controller
University: University of Iowa
Institution: Missouri University of Science and Technology
Education for Renewable Electric Energy Delivery and Management Systems
University: University of Iowa
Institution: Missouri University of Science and Technology
Intelligent Energy Management of the FREEDM System
University: University of Iowa
Institution: Missouri University of Science and Technology
Zero-Sum Two-Player Game Theoretic Formulation of Affine Nonlinear Discrete-Time Systems Using Neural Networks
University: University of Iowa
Institution: Missouri University of Science and Technology
Dynamic Response Improvement in a Three-Level Buck Type Converter
University: University of Iowa
Institution: Missouri University of Science and Technology
Dynamic Placement and Signal Selection for UPFCs in Wide-Area Controlled Power Systems
University: University of Iowa
Institution: Missouri University of Science and Technology
Ultracapacitor frequency Analysis and its Equivalent Circuit Modeling
University: University of Iowa
Institution: Missouri University of Science and Technology
An Analysis of the Impact of Plug-In Hybrid Electric Vehicles on Power System Stability
University: University of Iowa
Institution: Missouri University of Science and Technology
Hardware-In-Loop FACTS Control System Design for Real-Time Power System Simulation
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Proposal Writing from Three Perspectives: Technical Communication, Engineering, and Science
University: University of Iowa
Institution: Missouri University of Science and Technology
Decentralized Control of Large Scale Interconnected Systems Using Adaptive Neural Network-Based Dynamic Surface Control
University: University of Iowa
Institution: Missouri University of Science and Technology
Distributed Power Generation at State Facilities: Economic Analysis of Savings and Carbon Credits
University: University of Iowa
Institution: Missouri University of Science and Technology
Optimal Placement and Signal Selection for Wide-Area Controlled UPFCs for Damping Power System Oscillations
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Novel Dynamic Representation and Control of Power Networks Embedded with FACTS Devices
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel PLL System Based on Adaptive Resonant Filter
University: University of Iowa
Institution: Missouri University of Science and Technology
Damping Inter-Area Oscillations in Power Systems by STATCOMs
University: University of Iowa
Institution: Missouri University of Science and Technology
An Open Framework for Highly Concurrent Real-Time Hardware-In-the-Loop Simulation
University: University of Iowa
Institution: Missouri University of Science and Technology
Comparison of Ultracapacitor Electric Circuit Models
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Damping Inter-Area Oscillations by UPFCs Based on Selected Global Measurements
Institution: Missouri University of Science and Technology
A Comparison of Linear and Nonlinear STATCOM Control for Power Quality Enhancement
University: University of Iowa
Institution: Missouri University of Science and Technology
Questioning the Metrics for Performance Evaluation
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
A Co-Evolutionary Armsrace Methodology for Improving Cyber-Physical System Robustness – Distributed Power Electronics Device
University: University of Iowa
Institution: Missouri University of Science and Technology
LED Useful Life Replacement Strategies
University: University of Iowa
Institution: Missouri University of Science and Technology
A Bibliometric Analysis of Electric Vehicle Research
University: University of Iowa
Institution: Missouri University of Science and Technology
Identifying Transportation Workforce Challenges In The Development Of A National Transportation Workforce Strategy
University: University of Iowa
Institution: Missouri University of Science and Technology
Identifying the Key Attributes of Mentoring In the Transportation Industry
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Creating a Sustainable Transportation Workforce: Identifying Skills and Abilities for Emerging Technology
University: University of Iowa
Institution: Missouri University of Science and Technology
Life Expectancy Evaluation and Replacement Schedule Development for LED Traffic Signals
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Strategic Innovation: Driver Perceptions and the Impact of Change Resistance on the Implementation of Variable Speed Limit Systems
University: University of Kansas
Institution: Missouri University of Science and Technology
Strategic Planning and Rural Economic Development: An Evaluative Case Study Approach to the Use of Public Private Partnerships in High Risk Transportation Projects
University: University of Kansas
Institution: Missouri University of Science and Technology
A Survey of Bridge Maintenance Strategies
University: University of Kansas
Institution: Missouri University of Science and Technology
Strategic Matching and Linkage Development for Business
University: University of Kansas
Institution: Missouri University of Science and Technology
Project Management for Base Camp Design
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Impact of Using PEM Forklifts on Manufacturing Layouts
University: University of Kansas
Institution: Missouri University of Science and Technology
Developing Resiliency and Scalability Metrics as Part of Contingency Basing Supply Chain Design
Institution: Missouri University of Science and Technology
An Evaluation of Real Options Approach in Public-Private Partnerships
University: University of Kansas
Institution: Missouri University of Science and Technology
Updating the Case Study for Complex Engineering Infrastructure Problems
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Hybrid Delivery of Engineering Economy to Large Classes
University: University of Kansas
Institution: Missouri University of Science and Technology
Integrating Geospatial Data from the National Map with Extreme Events Supply Chain Networks to Improve Resiliency Following Large-Scale Urban Disasters
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Decision Methodology for Retrofitting Existing Lighting Infrastructure with LED Technology
University: University of Kansas
Institution: Missouri University of Science and Technology
Using Retrospective Assessment to Measure Levels of Student and Faculty Engagement
University: University of Kansas
Institution: Missouri University of Science and Technology
Managing Change Resistance in Integrating Supply Chain Curriculum
Institution: Missouri University of Science and Technology
Strategic Decision Model: Characteristics for Sustainable Intermodal Logistic Hubs
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness for Sustainability Strategies
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Using Integrated Teaming to Enhance Sustainability Supply Chain Curriculum
University: University of Kansas
Institution: Missouri University of Science and Technology
Integrating Remanufacturing in Sustainable Supply Chain Management and Facility Logistics Curriculum
University: University of Kansas
Institution: Missouri University of Science and Technology
A Virtual Incubator Framework for Bio-based Entrepreneurship
University: University of Kansas
Institution: Missouri University of Science and Technology
Building Communication Skills in Supply Chain Management and Facility Logistics Curriculum
University: University of Kansas
Institution: Missouri University of Science and Technology
Simulating a Global Learning Experience: The Role of Multi-institutional Partnerships in Supply Chain-Logistics Course Design and Improvement
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Strategic Process Integration: Creating a Unified Energy and Environmental Management Systems Model for Waste-Water Treatment Plants
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Strategic Assessment of Value-Added Engineering Graduate Certificate Programs in the Student-to-Industry Life Cycle
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Building Strategic Partnerships for Technology Entrepreneurship
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
What New Faculty Need to Know
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Public Private Partnerships and Rural Economic Development
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Collaborative Networks as Innovation Accelerators
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
An Evaluation of Lean Technique Effectiveness
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Building Effective Virtual Teams: A systems Approach to Analyzing and Codifying Virtual Team Competencies
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Leadership Competencies in Team-Based and Traditional Organizations: A Comparative Study
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
The Globalization of Curriculum and Program Design in Applied Science and Supply Chain Management Program
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Socio-technical System Design: Managing Risk at the Man-Machine Interface
University: University of Iowa
Institution: Missouri University of Science and Technology
An Evaluation of Real Options Approach in Public-Private Partnerships
University: University of Iowa
Institution: Missouri University of Science and Technology
Pattern Planning and Optimization of Charged Particle Beam Scanning in Nanomanufacturing
University: University of Iowa
Institution: Missouri University of Science and Technology
A Framework of Cost-Effectiveness for Sustainability Strategies
University: University of Iowa
Institution: Missouri University of Science and Technology
Strategies for Using Technology When Grading Problem-Based Classes
University: University of Iowa
Institution: Missouri University of Science and Technology
A Real Options Approach of Managing Public-Private Partnerships Projects under High Uncertainty
University: University of Iowa
Institution: Missouri University of Science and Technology
A Real Option for Attaining Improved Public-Private Partnership
University: University of Iowa
Institution: Missouri University of Science and Technology
Service Capacity Planning Considering the Learning Behavior during Service Product Lifecycles
University: University of Iowa
Institution: Missouri University of Science and Technology
Life Expectancy Evaluation and Replacement Schedule Development for LED Traffic Signals
University: University of Kansas, Utah State University
Institution: Missouri University of Science and Technology
An Overview of Sustainable Concrete Made with Scrap Rubber
University: University of Kansas, Utah State University
Institution: Missouri University of Science and Technology
Comparisons Between Shear Strength Predictions of Partially Grouted Masonry Walls in Australian and International Standards
University: University of Iowa
Institution: Missouri University of Science and Technology
Effect of UFC Segments for Enhancing the Seismic Performance of Bridge Columns
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Seismic Resistance of UFC Segmented Bridge Piers
University: University of Iowa
Institution: Missouri University of Science and Technology
Seismic Performance of UFC Jacket Piers
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Finite Element Analysis of Post-Tensioned Brick Masonry Walls
University: University of Iowa
Institution: Missouri University of Science and Technology
Seismic Performance of Partially Grouted Masonry Shear Walls
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Experimental Shear Strength of Squat Masonry Shear Walls
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Response of Multi-Story Structures to Near-Fault Ground Motions and Equivalent Pulses
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Seismic Behavior of Segmented Frames
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Finite Element Modeling of Segmented Columns Under Lateral Loading
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Nonlinear Static and Dynamic Analysis of Ravenna Bridge
University: University of Iowa
Institution: Missouri University of Science and Technology
In-Plane Shear Strength of Partially Grouted Masonry Walls
University: Kansas State University
Institution: Missouri University of Science and Technology
Lateral Displacement of Rectangular Reinforced Concrete Columns Retrofitted Using FRP
University: University of Kansas
Institution: Missouri University of Science and Technology
Static Cyclic Response of Concrete Filled FRP Tubes
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
In-Plane Static Cyclic Response of Strengthened Masonry Walls with an Opening and a Rigid Diaphragm
University: University of Kansas
Institution: Missouri University of Science and Technology
Performance of Hollow Core Prestressed Concrete Piles Under Lateral Loading
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Finite Element Modeling of Hollow Precast Prestressed Reinforced Concrete Piles
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Retrofitting of Rectangular Columns Using CFRP
University: University of Iowa
Institution: Missouri University of Science and Technology
Codes and Provisions for Retrofitting of Concrete Columns Using FRP
University: University of Iowa
Institution: Missouri University of Science and Technology
Verifications of Shear Strength of Masonry Walls Retrofitted with FRP
University: University of Iowa
Institution: Missouri University of Science and Technology
Rocking Response of Post-Tensioned Rigid Blocks
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Rocking Response of Solid Blocks on Rigid and Flexible Foundations
University: University of Iowa
Institution: Missouri University of Science and Technology
Probabilistic Approach to the Rigid Body Rocking Problem
University: Kansas State University
Institution: Missouri University of Science and Technology
Retrofitting of Masonry Walls Using Shotcrete
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Probabilistic Analysis of Rocking Blocks
University: University of Iowa
Institution: Missouri University of Science and Technology
The Effect of Interface Material on the Dynamic Behavior of Free Rocking Blocks
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Microseismic Monitoring in Mines
University: University of Iowa
Institution: Missouri University of Science and Technology
Field Test of an In-Seam Seismic - Based Void Detection Technique
University: Kansas State University
Institution: Missouri University of Science and Technology
Detection of Abandoned Underground Mine Voids Using In-Seam Seismic Waves
University: University of Iowa
Institution: Missouri University of Science and Technology
Signal Processing with Wavelet Transform for In-Seam Seismic Based Mine Void Detection Technique
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
The Application of Wavelet Transform to Seismic Signal Arrival Time Picking
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Multiband Reconfigurable CPW-Fed Slot Antenna
University: University of Iowa
Institution: Missouri University of Science and Technology
Correcting Mutual Coupling and Poor Isolation a 1-D Microwave Imaging Array
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Non-Uniform Manual Scanning for Microwave NDE Imaging
University: University of Iowa
Institution: Missouri University of Science and Technology
Response of Microwave Dielectric-Slab-Loaded Rectangular Waveguide Resonators to Wall Displacements
University: University of Iowa
Institution: Missouri University of Science and Technology
3D Image Reconstruction from Sparse Measurement of Wideband Millimeter Wave SAR Experiments
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Simultaneous Evaluation of Multiple Key Material Properties of Complex Stratified Structures with Large Spatial Extent
University: University of Iowa
Institution: Missouri University of Science and Technology
Application of Microwave 3D Imaging Techniques for Evaluation of Corrosion in Steel Rebars Embedded in Cement-Based Structures
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Application of the Dual-Loaded Modulated Scatterer Technique to Multilayered Material Evaluation
University: University of Iowa
Institution: Missouri University of Science and Technology
Integrated Design of a Compact Ka-and One-Port Vector Reflectometer
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave Resonant Out-of-Plane Fed Elliptical Slot Antenna for Imaging Applications
University: University of Iowa
Institution: Missouri University of Science and Technology
Quantitative and Qualitative Comparison of SAR Images from Incomplete Measurements Using Compressed Sensing and Nonuniform FFT
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Microwave Resonant Switched-Slot Probe with Perpendicular Coaxial Feed
University: University of Iowa
Institution: Missouri University of Science and Technology
Theoretical and Experimental Foundation of Dual-Loaded Dipole Scatterer as an Embedded Sensor
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
A Data Fusion Based Approach for Evaluation of Material Loss in Corroded Aluminum Panels
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Mathematical Modeling of the Probe Response for the Modulated Scatterer Technique
University: University of Iowa
Institution: Missouri University of Science and Technology
Robust Embedded Probe Utilizing Dual-Loaded Modulated Linear Scatterers
University: University of Kansas
Institution: Missouri University of Science and Technology
Near-Field Microwave and mm-Wave Noninvasive Diagnosis of Human Skin
University: University of Iowa
Institution: Missouri University of Science and Technology
High-Resolution Short-Range Wideband FMCW Radar Measurements Based on MUSIC Algorithm
University: University of Iowa
Institution: Missouri University of Science and Technology
Near-Field Millimeter Wave Non-Contact Measurement of Step and Gap Mismatch in Aircraft and Automotive Panels
University: University of Iowa
Institution: Missouri University of Science and Technology
Millimeter Wave Depth and Opening Characterization of Surface Damage in Fuselage Skins
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Frequency-Modulated Continuous-Wave (FM-CW) Radar for Evaluation of Refractory Structures Used in Glass Manufacturing Furnaces
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave Measurement of Refractory Materials at High-Temperature
University: University of Iowa
Institution: Missouri University of Science and Technology
Electric Field Measurement Using Multiple-Loaded Linear Scatterers
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave and Millimeter-Wave Nondestructive Testing and Evaluation Techniques and Applications: A Comprehensive Review
University: University of Iowa
Institution: Missouri University of Science and Technology
Novel Near-Field Microwave and Millimeter Wave Differential Probe Using a Dual-Modulated Single Aperture
University: University of Iowa
Institution: Missouri University of Science and Technology
Multimodal Solution for a Rectangular Waveguide Radiating into a Multilayered Dielectric Structure and its Application for Dielectric Property and Thickness Evaluation
University: University of Iowa
Institution: Missouri University of Science and Technology
Potential Application of the Modulated Scatterer Technique to Multilayered Material Evaluation and Health Monitoring
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel 24 GHz One-Shot, Rapid and Portable Microwave Imaging System
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave and Millimeter Wave Near-Field Methods for Evaluation of Radome Composites
University: University of Iowa
Institution: Missouri University of Science and Technology
Sources and Remedies for Removing Unwanted Reflections in Millimeter Wave Images of Complex SOFI-Covered Space Shuttle Structures
University: University of Iowa
Institution: Missouri University of Science and Technology
Millimeter Wave Holographical Inspection of Honeycomb Composites
University: University of Iowa
Institution: Missouri University of Science and Technology
Estimation of Corrosion Thickness Under Paint Using a Simple Millimeter Wave Probe
University: University of Iowa
Institution: Missouri University of Science and Technology
On the Mutual Coupling between Circular Resonant Slots
University: University of Iowa
Institution: Missouri University of Science and Technology
Application of Swept Frequency Measurements to the Embedded Modulated Scatterer Technique
University: University of Iowa
Institution: Missouri University of Science and Technology
High Resolution Near-Field Multiple Target Detection and Localization using Support Vector Machines
University: University of Iowa
Institution: Missouri University of Science and Technology
Dielectric Property Characterization of Refractory Materials using Microwave Open-Ended and Completely-Filled Waveguide Methods
University: University of Iowa
Institution: Missouri University of Science and Technology
Analysis of Closed-Type Dielectric-Loaded Cavity Resonators for Surface Resistivity Measurements
University: University of Iowa
Institution: Missouri University of Science and Technology
Comparison of Focused and Near-Field Imaging of Spray on Foam Insulation (SOFI) at Millimeter Wave Frequencies
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel Near-Field Millimeter Wave Nondestructive Inspection Technique for Detecting and Evaluating Anomalies in Polymer Joints
University: University of Iowa
Institution: Missouri University of Science and Technology
Fusion of Multimodal NDE Data for Improved Corrosion Detection
University: University of Iowa
Institution: Missouri University of Science and Technology
High Resolution Millimeter Wave Inspecting of the Orbiter Acreage Heat Tiles of the Space Shuttle
University: University of Iowa
Institution: Missouri University of Science and Technology
Evaluation of Reconstruction Error in Microwave Holographical Imaging with Reduced Data Sets
University: University of Iowa
Institution: Missouri University of Science and Technology
An SVM-Based Approach for AOA Estimation: Numerical and Experimental Comparison with the MUSIC Algorithm
University: University of Iowa
Institution: Missouri University of Science and Technology
High Resolution Millimeter Wave Detection of Vertical Cracks in the Space Shuttle External Tank Spray-on-Foam Insulation (SOFI)
University: University of Iowa
Institution: Missouri University of Science and Technology
Microwave Quantitative NDE Technique for Dielectric Slab Thickness Estimation Using the MUSIC Algorithm
University: University of Iowa
Institution: Missouri University of Science and Technology
Comparison of X-ray, Millimeter Wave, Shearography and Through-Transmission Ultrasonic Methods for Inspection of Honeycomb Composites
University: University of Iowa
Institution: Missouri University of Science and Technology
Fusion of Microwave and Eddy Current Data for a Multi-Modal Approach in Evaluating Corrosion Under Paint and in Lap Joints
University: University of Iowa
Institution: Missouri University of Science and Technology
High Accuracy Disbond Thickness Estimation Scheme Employing Multiple-Frequency Near-Field Microwave Measurements
University: University of Iowa
Institution: Missouri University of Science and Technology
Dual-Polarized Microwave Near-Field Non-invasive Inspection of Carbon Fiber Reinforced Polymer (CFRP) Strengthened Civil Structures
University: University of Iowa
Institution: Missouri University of Science and Technology
Inspection of Spray on Foam Insulation (SOFI) Using Microwave and Millimeter Wave Synthetic Aperture Focusing and Holography
University: University of Iowa
Institution: Missouri University of Science and Technology
General Report – Session 4: (a) Liquefaction and Seismically-Induced Settlement, Ground Failures, and Seismic Studies on Recent Earthquakes; (b) Stability and Displacement Performance of Slopes, Landfills, and Earth Dams Under Earthquakes
University: University of Iowa
Institution: Missouri University of Science and Technology
Reconnaissance Report of the May 28, 2009 Honduras Earthquake, M 7.3
University: University of Iowa
Institution: Missouri University of Science and Technology
Chemically Reactive Enamel: a Steel Rebar Coating for Enhanced Durability in Concrete Structures
University: University of Iowa
Institution: Missouri University of Science and Technology
Enamel Coating: Chemically Bonded to Steel for Enhanced Corrosion Resistance
University: University of Iowa
Institution: Missouri University of Science and Technology
Structural Health Monitoring in Civil Infrastructure Applications – New Perspectives
University: University of Iowa
Institution: Missouri University of Science and Technology
Enamel-Coated Steel for Life-Cycle Performance of RC Structures – Characterization and Performance Validation
University: University of Iowa
Institution: Missouri University of Science and Technology
Real Time Bridge Scour Monitoring with Magneto-inductive Field Coupling
University: University of Iowa
Institution: Missouri University of Science and Technology
Failure Analysis and Retrofit Strategy of the Cardinal Raul Silva Henriquez Bridge during the 2010 Chile Earthquake
University: University of Iowa
Institution: Missouri University of Science and Technology
Real Time Monitoring of Bridge Scour with Magnetic Field Strength Measurement
University: University of Iowa
Institution: Missouri University of Science and Technology
A New Methodology for Bridge Scour Monitoring with Wireless Smart Rocks
University: University of Iowa
Institution: Missouri University of Science and Technology
Probabilistic Modeling of Bond Behavior of Enamel Coated Steel to Mortar
University: University of Iowa
Institution: Missouri University of Science and Technology
Bond Strength of Vitreous Enamel Coated Rebar to Concrete
University: University of Iowa
Institution: Missouri University of Science and Technology
Experimental Validation of Finite Element Model Analysis of a Steel Frame in Simulated Post-Earthquake Fire Environments
University: University of Iowa
Institution: Missouri University of Science and Technology
A Hilbert Transform Method for System Identification of Time-Varying Building Structures
University: University of Iowa
Institution: Missouri University of Science and Technology
Adaptive Data Analysis with Analytical Mode Decomposition and Hilbert Transform – Applications in Structural Identification
University: University of Iowa
Institution: Missouri University of Science and Technology
Structural Behavior Evaluation of a Steel Frame in Simulated Post-Earthquake Fire Environment Using a Comprehensive Sensing Network
University: University of Iowa
Institution: Missouri University of Science and Technology
Corrosion of Phosphate-Doped Alkali Borosilicate Glasses in Alkaline Solutions
University: University of Iowa
Institution: Missouri University of Science and Technology
Bridge Performance during the 2010 M8.8 Chile Earthquake
University: University of Iowa
Institution: Missouri University of Science and Technology
Blast Test of Full-Size Wall Barriers Reinforced with Enamel-Coated Steel Rebar
University: University of Iowa
Institution: Missouri University of Science and Technology
Seismic Performance Evaluation of Highway N. High-Voltage Substation
University: University of Iowa
Institution: Missouri University of Science and Technology
A Quasi-Distributed Optical Fiber Sensor Network for Large Strain and High Temperature Measurements of Structures
University: University of Iowa
Institution: Missouri University of Science and Technology
Steel Reinforcement Corrosion Detection with Coaxial Cable Sensors
University: University of Iowa
Institution: Missouri University of Science and Technology
Crack Detection Using Integrated Signals from the Dynamic Responses of Girder Bridges
University: University of Iowa
Institution: Missouri University of Science and Technology
Bridge Lessons Learned from the Wunchuan, China, Earthquake
University: University of Iowa
Institution: Missouri University of Science and Technology
Inspection, Analysis and Loading Test of a Slab Bridge Strengthened with FRP Laminates
University: University of Iowa
Institution: Missouri University of Science and Technology
A Framework for Evaluating the Impact of Monitoring on Bridge Management
University: University of Iowa
Institution: Missouri University of Science and Technology
Strengthening Rolla Bridge with FRP Laminates
University: University of Iowa
Institution: Missouri University of Science and Technology
A Pragmatic and Innovative Approach for Civil Infrastructure Condition Management: Structural Behavior Monitoring
University: University of Iowa
Institution: Missouri University of Science and Technology
Simultaneous Strain and Temperature Monitoring of a Small-Scale Steel Column in harsh Environment with Long-Period Fiber Grating Sensors
University: University of Iowa
Institution: Missouri University of Science and Technology
Field Investigation on Casing Pipe Damage for Pumping Well Pipelines Using Optical Fiber Sensors
University: University of Iowa
Institution: Missouri University of Science and Technology
Crack Detectability and Durability of Coaxial Cable Sensors in RC Bridge Applications
University: University of Iowa
Institution: Missouri University of Science and Technology
Why Do We Need Structural Behavior Monitoring
University: University of Iowa
Institution: Missouri University of Science and Technology
Concrete Crack and Steel Corrosion Detection with Miniaturized Coaxial Cable Sensors
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel Long Period Fiber Grating Sensor for Large Strain Measurement in High Temperature Environment
University: University of Iowa
Institution: Missouri University of Science and Technology
Preliminary Studies on Scour Monitoring with an Optical FBG-Based Sensing System
University: University of Iowa
Institution: Missouri University of Science and Technology
Safety Evaluation of Seismic Behavior of the Bill Emerson Memorial Cable-stayed Bridge
University: University of Iowa
Institution: Missouri University of Science and Technology
Definition and Examples of Functionally Upgraded Passive Devices
University: University of Iowa
Institution: Missouri University of Science and Technology
Fundamental Frequency of Water Sloshing Waves in a Sloped-Bottom Tank as Tuned Liquid Damper
University: University of Iowa
Institution: Missouri University of Science and Technology
Experimental Study on the Seismic Performance of a Large-scale TLD Model with Sloped Bottoms
University: University of Iowa
Institution: Missouri University of Science and Technology
A Novel Long Period Fiber Grating Sensor for Large Strain Measurement
University: University of Iowa
Institution: Missouri University of Science and Technology
Research and Development of Plastic Optical Fiber Based Smart Transparent Concrete
University: University of Iowa
Institution: Missouri University of Science and Technology
Measurement Accuracy Improvement of Brillouin Signal Using Wavelet Denoising Method
University: University of Iowa
Institution: Missouri University of Science and Technology
Smart FBG-based Steel Tie Rod with Self-Monitoring Functionality
University: University of Iowa
Institution: Missouri University of Science and Technology
A Smart Cable with Functionality of Full-Scale Monitoring Using BOTDR Technique
University: University of Iowa
Institution: Missouri University of Science and Technology
Seismic Performance Normalization of Bridges Using a Damping-enhanced Strengthening Methodology
University: University of Iowa
Institution: Missouri University of Science and Technology
Current Development of Functionally Upgraded Passive Devices for Seismic Responses Reduction
University: University of Iowa
Institution: Missouri University of Science and Technology
Seismic Performance Evaluation of the Bill Emerson Cable-Stayed Bridge with Measured Acceleration Records
University: University of Iowa
Institution: Missouri University of Science and Technology
Damping-Enhanced Strengthening: a Unique Way to Normalize the Seismic Performance of RC Bridges for Multiple Objectives
University: University of Iowa
Institution: Missouri University of Science and Technology
Recent Development of Coaxial Cable Sensors for Crack Detection in Reinforced Concrete Bridge Deck, Column, and Pile
University: University of Iowa
Institution: Missouri University of Science and Technology
Mass-variable TLD Systems and their Seismic Effectiveness for Building Response Control
University: University of Iowa
Institution: Missouri University of Science and Technology
Real-time Condition Assessment of the Bill Emerson Cable-Stayed Bridge Using Artificial Neural Networks
University: University of Iowa
Institution: Missouri University of Science and Technology
Coaxial Cable Sensors for Distributed Crack Detection in RC Bridge Columns and Decks
University: University of Iowa
Institution: Missouri University of Science and Technology
Coaxial Cable Sensors for Distributed Crack Detection in RC Bridge Columns, Decks, and Piles
University: University of Iowa
Institution: Missouri University of Science and Technology
3D Finite Element Model of the Bill Emerson Cable-stayed Bridge and its Calibration with Field Measured Data
University: University of Iowa
Institution: Missouri University of Science and Technology
Adaptable Passive Devices with Example Mass-variable Tuned Liquid Dampers
University: University of Iowa
Institution: Missouri University of Science and Technology
Damping-Enhanced Seismic Strengthening of RC Columns for Multiple Performance Objectives
University: University of Iowa
Institution: Missouri University of Science and Technology
Engineering Lessons Learned from Fracture Failure of the Paseo Suspension Bridge
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Novel Distributed Cable Sensors and ETDR Instrument for Real-time Detection of Cracks in RC Structures
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Dynamic Behavior of a Damping-Enhanced Strengthening System for Seismic Retrofit of RC Columns
University: Kansas State University
Institution: Missouri University of Science and Technology
Distributed Cable Sensors for Structural Damage Detection: Implementation Issues
University: Kansas State University
Institution: Missouri University of Science and Technology
Retrofit of Column-Bent Cap Connections of Alaska Bridges for Seismic Loadings: Damage Evaluation
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Commonly-Used Steel Rods for Cost-Effective Seismic Retrofit of Steel-Girder Bridges: Energy Dissipation and Fatigue Properties
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Optimal Design of RC Column Seismic Retrofitting for Multiple Performance Objectives with an Integrated Damping and Strengthening Methodology
University: University of Iowa
Institution: Missouri University of Science and Technology
Thin Steel Sheet Wrapping on RC Columns and Steel Plate Strengthening on Beam-Column Joints for Seismic Ductility and Capacity Improvements
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Mid-American Highway Bridge Response to Near-field Ground Motions from New Madrid Seismic Zone
University: Kansas State University
Institution: Missouri University of Science and Technology
Development and Characterization of Reactive Enamel-Coated Steel Rebar for Improved Concrete-Steel Bonding
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Failure Investigation and Retrofit Strategies of a 22-Span Steel Girder Bridge during the 2010 Chile Earthquake
University: Kansas State University
Institution: Missouri University of Science and Technology
Development and Characterization of Reactive Enamel-Coated Steel Rebar for Improved Concrete-Steel Bonding and Enhanced Corrosion Resistance
University: Kansas State University
Institution: Missouri University of Science and Technology
Inelastic Behavior Evaluation of a Steel Frame in Simulated Post-Earthquake Fire Environment with an Innovative Optical Fiber Sensing Network
University: Kansas State University
Institution: Missouri University of Science and Technology
2010 Chile Earthquake Implications to the Seismic Design of Bridges
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
A Rapid-acquisition Electric Time-Domain Reflectometer for Real-Time Concrete Crack Detection under Dynamic Loads
University: Kansas State University
Institution: Missouri University of Science and Technology
Large Strain Measurement with a Long-Period Fiber Grating Optical Sensor Packaged with Strain Transfer Mechanisms
University: University of Kansas
Institution: Missouri University of Science and Technology
Coaxial Cable Sensors for Crack Detection in RC Structures
University: University of Kansas
Institution: Missouri University of Science and Technology
Limit States of Mid-America Highway Bridges and Lightweight Steel Sheet Column Wrapping with Nail Connections for Rapid Retrofit
University: Missouri University of Science & Technology
Institution: Missouri University of Science and Technology
Open Air Laboratories – a New Challenge in Earthquake Engineering, Potential Research Opportunities at the Rialto Viaduct – Italy
University: University of Nebraska-Lincoln
Institution: Missouri University of Science and Technology
Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates under Tension Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of the Performance of Retrofit Measures for Distortion-Induced Fatigue Using Finite Element Analysis
University: University of Iowa
Institution: Kansas University
Retrofit Measures for Distortion-Induced Fatigue
University: University of Nebraska-Lincoln
Institution: Kansas University
Use of CFRP Overlays to Strengthen Welded Connections under Fatigue Loading
University: Kansas State University
Institution: Kansas University
Fatigue Enhancement of Welded Details in Steel Bridges Using CFRP Overlay Elements
University: Kansas State University
Institution: Kansas University
Parametric Analysis of Cross-Frame Layout on Distortion-Induced Fatigue in Skewed Steel Bridges
University: Kansas State University
Institution: Kansas University
Integrated Analysis of the Performance of Pile-Supported Bridges under Scoured Conditions
University: Kansas State University
Institution: Kansas University
Fatigue Behavior of Welded Coverplates Treated with Ultrasonic Impact Treatment and Bolting
University: Kansas State University
Institution: Kansas University
Improved Method for Bonding CFRP Overlays to Steel for Fatigue Repair""
University: Kansas State University
Institution: Kansas University
Effects of Lateral Bracing Placement and Skew on Distortion-Induced Fatigue in Steel Bridges
University: University of Nebraska-Lincoln
Institution: Kansas University
Development of a Technique to Improve Fatigue Lives of Crack-Stop Holes in Steel Bridges
University: University of Nebraska-Lincoln
Institution: Kansas University
Scour Effects on the Response of Laterally Loaded Piles Considering Stress History of Sand
University: University of Nebraska-Lincoln
Institution: Kansas University
Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction Under a Scoured Condition
University: Kansas State University
Institution: Kansas University
P-Y Based Approach for Buckling Analysis of Axially Loaded Piles Under Scoured Conditions
University: Kansas State University
Institution: Kansas University
Distortion-Induced Fatigue in Steel Bridges: Causes, Parameters, and Fixes
Institution: Kansas University
Fatigue Resistance of HPS-485W (70W) Welded Butt-Splice Connections
University: Kansas State University
Institution: Kansas University
Parameters Affecting Behavior of CFRP Overlay Elements as Retrofit Measures for Fatigue Vulnerable Steel Bridge Girders
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of the Group Equivalent Pile Approach for Laterally Loaded Bridge Pile Foundations
University: University of Iowa
Institution: Kansas University
Evaluation of Behavior of a Laterally Loaded Bridge Pile Group Under Scour Conditions
University: University of Iowa
Institution: Kansas University
A Literature Review on Behavior of Scoured Piles Under Bridges
University: University of Iowa
Institution: Kansas University
Fighting Fatigue in Steel Bridges
University: University of Iowa
Institution: Kansas University
Fatigue Enhancement of Welded Coverplates Using Carbon-Fiber Composites
University: University of Iowa
Institution: Kansas University
Closure to Characterization of Material Properties of HPS-485W (70W) TMCP for Bridge Applications
University: University of Iowa
Institution: Kansas University
Fatigue Characteristics of HPS-485W (70W) Continuous Plate with Punched Holes
University: University of Iowa
Institution: Kansas University
Characterization of Material Properties of HPS-485W (70W) TMCP for Bridge Girder Applications
University: University of Iowa
Institution: Kansas University
Estimating the Legibility of a Single Letter E Viewed at Different Display Angles
University: University of Iowa
Institution: Kansas University
High Dynamic Range Photogrammetry for Synchronous Luminance and Geometry Measurement
University: University of Iowa
Institution: Kansas University
Evaluating Discomfort Glare from Non-Uniform Electric Light Sources
University: University of Iowa
Institution: Kansas University
Improving the Quality of High Dynamic Range Images
University: University of Iowa
Institution: Kansas University
Legibility Index to Examine Common Viewing Situations: A New Definition Using Solid Angle
University: University of Iowa
Institution: Kansas University
High Dynamic Range Photogrammetry for Light and Geometry Measurement
University: Kansas State University
Institution: Kansas University
Text Legibility at Different Viewing Angles: a Pilot Study
University: University of Iowa
Institution: Kansas University
Roadway Environment Measurement Aided by the HDR Photogrammetry
University: University of Iowa
Institution: Kansas University
Camera-Aided Illuminance Measurement: a Pilot Study
University: University of Iowa
Institution: Kansas University
A Practical Legibility Index: from Definition to Measurement Technology
University: University of Iowa
Institution: Kansas University
High Dynamic Range Photogrammetric Techniques: a New Tool for Lighting Quality Assessment
University: University of Iowa
Institution: Kansas University
Camera Aided Luminance Measurement of the Luminous Surfaces of Different Light Sources
University: University of Iowa
Institution: Kansas University
High Dynamic Range Images Generated Under Mixed Types of Lighting
University: University of Iowa
Institution: Kansas University
A Laboratory Method to Simulate Spatial Legibility of Displays
University: University of Iowa
Institution: Kansas University
New Definition of Legibility Index to Examine Off-Axis Viewing of Text and Graphics
University: University of Iowa
Institution: Kansas University
The Relationship between Mega-Regions and Megapolitans: Transportation Planning for the Two Scales
University: University of Iowa
Institution: Kansas University
Recreational Areas
University: University of Iowa
Institution: Kansas University
Pedestrian Trip Chaining in Small Commercial Neighborhoods
University: University of Iowa
Institution: Kansas University
Accessible Transportation and the Built Environment on College Campuses
University: University of Iowa
Institution: Kansas University
University Traveler’s Value of Potential Real-Time Transit Information
University: University of Iowa
Institution: Kansas University
Analysis of Cost Estimation Disclosure in Environmental Impact Statements for Surface Transportation Projects
University: University of Iowa
Institution: Kansas University
Evaluation of Real-Time Parking Information: Case Study of an Isolated University Campus
University: University of Iowa
Institution: Kansas University
A Multi-Agency Survey on Institutional Perspectives of Effective Incident Management
University: University of Iowa
Institution: Kansas University
Incident Detection with Traffic Sensors on Urban Highways,
University: University of Iowa
Institution: Kansas University
Transportation Security Framework for a Medium-Sized City
University: University of Iowa
Institution: Kansas University
The Graniteville Train Wreck and Chlorine Spill: Transportation Effects and Lessons in Small-Town Capacity for No-Notice Evacuation
University: University of Iowa
Institution: Kansas University
Development and Evaluation of a Speed-Activated Sign to Reduce Speeds in Work Zones
University: University of Iowa
Institution: Kansas University
Native American Transit: Current Practices, Needs, and Barriers
University: University of Iowa
Institution: Kansas University
CRP804 Land Use Analysis
University: University of Iowa
Institution: Kansas University
Reducing Energy Usage through Transportation Planning for Megaregions
University: University of Iowa
Institution: Kansas University
Upstate ITS
University: University of Iowa
Institution: Kansas University
Barriers and Catalysts for Statewide Coordination of Transportation Services
University: University of Nebraska-Lincoln
Institution: Kansas University
Benefit Cost Analysis of Accelerated Incident Clearance
University: University of Kansas
Institution: Kansas University
Analysis of Vehicle Trajectories and Speed Profiles along Horizontal Curves
University: University of Nebraska-Lincoln
Institution: Kansas University
Measuring Horizontal Curve Vehicle Trajectories and Speed Profiles: Pneumatic Road Tubes and Video Methods
University: University of Kansas
Institution: Kansas University
Determining Vehicle Operating Speed and Lateral Position Along Horizontal Curves Using Linear Mixed-Effects Models
University: University of Kansas
Institution: Kansas University
Evaluating the Traffic Flow Impacts of Roundabouts in a Signalized Corridor
University: University of Kansas
Institution: Kansas University
Evaluating the Effectiveness of an Automated Red Light Running Enforcement Program in Reducing Crashes using a Bayesian Analysis
University: University of Kansas
Institution: Kansas University
An Investigation of Violation Reduction at Intersection Approaches with Automated Right Light Running Enforcement Cameras in Clive, Iowa Using a Cross-Sectional Analysis
University: University of Kansas
Institution: Kansas University
Use of Physical Devices for Traffic Calming Along Major Roads through Small Rural Communities in Iowa
University: University of Kansas
Institution: Kansas University
Implications of Distracted Driving on Startup Lost Time for Duel Left Turn Lanes
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of Truck Crashes at Horizontal Curves on Two-Lane Highway in Kansas
University: University of Kansas
Institution: Kansas University
Repairing Distortion-Induced Fatigue Cracks in Steel Bridge Girders using Angles-with Plate Retrofit Technique, Part I: Computer Simulations
University: Missouri University of Science & Technology
Institution: Kansas University
Repairing Distortion-Induced Fatigue Cracks in Steel Bridge Girders using Angles-with Plate Retrofit Technique, Part II: Physical Simulations
University: University of Kansas
Institution: Kansas University
Use of CFRP Overlays to Repair Fatigue Damage in Steel Plates Under Tension Loading
University: University of Kansas
Institution: Kansas University
High-Resolution Modeling of RC Bridge Columns Under Seismic Loading
University: University of Kansas
Institution: Kansas University
Parametric Analysis of Cross-Frame Layout on Distortion-Induced Fatigue in Skewed Steel Bridges
University: Kansas State University
Institution: Kansas University
Evaluation of the Performance of Retrofit Measures for Distortion-Induced Fatigue Using Finite Element Analysis
University: Kansas State University
Institution: Kansas University
Use of CFRP Overlays to Strengthen Welded Connections under Fatigue Loading
University: Kansas State University
Institution: Kansas University
Fatigue Enhancement of Welded Details in Steel Bridges Using CFRP Overlay Elements
University: Kansas State University
Institution: Kansas University
Retrofit Measures for Distortion-Induced Fatigue
University: University of Nebraska-Lincoln
Institution: Kansas University
Improved Method for Bonding CFRP Overlays to Steel for Fatigue Repair
University: University of Kansas
Institution: Kansas University
Fatigue Behavior of Welded Coverplates Treated With Ultrasonic Impact Treatment and Bolting
University: University of Nebraska-Lincoln
Institution: Kansas University
Effects of Lateral Bracing Placement and Skew on Distortion-Induced Fatigue in Steel Bridges
University: University of Kansas
Institution: Kansas University
Development of a Technique to Improve Fatigue Lives of Crack-Stop Holes in Steel Bridges
University: Kansas State University
Institution: Kansas University
Distortion-Induced Fatigue in Steel Bridges: Causes, Parameters, and Fixes
University: University of Nebraska-Lincoln
Institution: Kansas University
Parameters Affecting Behavior of CFRP Overlay Elements as Retrofit Measures for Fatigue Vulnerable Steel Bridge Girders
University: University of Kansas
Institution: Kansas University
Fatigue Enhancements of Welded Cover Plates Using Carbon-Fiber Composites
University: University of Kansas
Institution: Kansas University
Fighting Fatigue in Steel Bridges: Two Case Summaries
University: University of Kansas
Institution: Kansas University
Seismic Evaluation and Retrofit Techniques for Concrete Bridges
University: University of Kansas
Institution: Kansas University
Feasibility Analysis of Using Cellular Phone Location Data in Traffic Survey on Inner-City Trips
University: University of Kansas
Institution: Kansas University
The Use of Cell Phone Network Data in Traffic Data Collection and Long Haul Truckshed (Geogrphic Extent) Tracking
University: University of Kansas
Institution: Kansas University
The Effects of Temporary Portable Rumble Strips at Flagger-Controlled Highway Work Zones
University: University of Kansas
Institution: Kansas University
Estimation of Safety Effectiveness of Composite Shoulders on Rural Two-Lane Roads
University: Kansas State University
Institution: Kansas University
Estimation of Safety Effectiveness of Widening Shoulders and Adding Passing Lanes on Rural Two-Lane Roads
University: University of Iowa
Institution: Kansas University
A Closed Course Feasibility Analysis of Temporary Rumble Strips for Use in Short Term Work Zones
University: University of Iowa
Institution: Kansas University
Closed Course Test and Analysis of Vibration and Sound Generated by Temporary Rumble Strips for Short-Term Work Zones
University: Kansas State University
Institution: Kansas University
Use of Monte Carlo Simulation to Evaluate the Kansas Department of Transportation’s Maintenance Quality Assurance Program
University: University of Kansas
Institution: Kansas University
Finite Element Modeling of Stresses Inside a Raised Pavement Marker During Tire-Marker Impacts Under Various External Factors
University: University of Kansas
Institution: Kansas University
License Plate and Telephone Numbers in Changeable Message Sign ABMER Alert Messages
University: University of Nebraska-Lincoln
Institution: Kansas University
Flashing Message Features on Changeable Message Signs
University: University of Nebraska-Lincoln
Institution: Kansas University
The Need of Young Adults to Text Now: Using Delay Discounting to Assess Informational Choice
University: University of Iowa
Institution: Kansas University
Using Momentary Derivative Estimates to Gauge Driver Performance
University: University of Iowa
Institution: Kansas University
Stuck in the 70s: The Role of Social Norms in Distracted Driving
University: Kansas State University
Institution: Kansas University
Smart Phones and Dumb Drivers: The Limits of Cognitive Ergonomics
University: University of Nebraska-Lincoln
Institution: Kansas University
Talking and Driving: Applications of Crossmodal Action Reveal a Special Role for Spatial Language
University: University of Nebraska-Lincoln
Institution: Kansas University
A Model of Chinese Drivers’ Scrambling Behaviors
University: University of Nebraska-Lincoln
Institution: Kansas University
Potential Benefits and Costs of Concurrent Task Engagement to Maintain Vigilance: a Driving Simulator Investigation
University: University of Nebraska-Lincoln
Institution: Kansas University
The Choice to Text and Drive in Younger Drivers: How Attitudes May Shape Behavior.
University: University of Nebraska-Lincoln
Institution: Kansas University
Aberrant Driving Behaviors: a Study of Drivers in Beijing
University: University of Nebraska-Lincoln
Institution: Kansas University
The Effects of Perception of Risk and Importance of Answering and Initiating a Cellular Phone Call While Driving
University: Missouri University of Science & Technology
Institution: Kansas University
Cellular Phone Use While Driving: Methodological Checklist for Investigating Dual-Task Costs
University: University of Nebraska-Lincoln
Institution: Kansas University
The Effect of Perceptual Load on Object-Based Attention
University: Missouri University of Science & Technology
Institution: Kansas University
Offset Masking in a Divided Visual Field Study
University: Missouri University of Science & Technology
Institution: Kansas University
Does the Object-Based Attention Effect Reflect a Benefit or a Cost
University: University of Nebraska-Lincoln
Institution: Kansas University
The Influence of Task and Time on Object-Based Attention
Institution: Kansas University
Decreasing Conjunction Error Rates Across Lags on a Continuous Recognition Test: a Robust Pattern
University: Missouri University of Science & Technology
Institution: Kansas University
Feature and Conjunction Effects in Recognition Memory: Toward Specifying Familiarity for Compound Words
University: Missouri University of Science & Technology
Institution: Kansas University
Conjunction Errors, Recollection-Based Rejections, and Forgetting in a Continuous Recognition Task
University: University of Nebraska-Lincoln
Institution: Kansas University
The Choice to Text and Drive: a Disconnect Between Attitudes and Punishments
University: Missouri University of Science & Technology
Institution: Kansas University
KU Adaptive Information Display Project
University: Missouri University of Science & Technology
Institution: Kansas University
Potential Benefits of a Concurrent Verbal Task When Feeling Fatigued Due to Monotonous Driving Conditions
University: University of Nebraska-Lincoln
Institution: Kansas University
Using Momentary Derivative Estimates to Gauge Driver Performance
University: Missouri University of Science & Technology
Institution: Kansas University
The Need to Text Now: Delay Discounting of Texting in Younger Adults
University: Missouri University of Science & Technology
Institution: Kansas University
Potential Benefits of Dual-Tasking When Fatigued
University: Missouri University of Science & Technology
Institution: Kansas University
An Investigation of the Physiological and Behavioral Effects of a Secondary Verbal Task While Maintaining Vigilance
University: University of Nebraska-Lincoln
Institution: Kansas University
Can Vigilance be Improved with a Risky Dual-Task: Electrophysiological and Performance Evidence
University: Missouri University of Science & Technology
Institution: Kansas University
Triple-Task Performance Reveals Common Codes for Spatial Information
University: Missouri University of Science & Technology
Institution: Kansas University
How Does the Brain Encode Spatial Information? Evidence for Common Attentional Codes from Dual-Task Studies
University: Missouri University of Science & Technology
Institution: Kansas University
Prevalence and Frequency Text Messaging While Driving
University: Missouri University of Science & Technology
Institution: Kansas University
Effects of Cell Phone Conversations on Driver Performance While Driving Under Highway Monotony
University: Missouri University of Science & Technology
Institution: Kansas University
Benefits and Costs on Vigilance for Dual Task Performance
University: Missouri University of Science & Technology
Institution: Kansas University
Can Memory Effect Visual Perception
University: Missouri University of Science & Technology
Institution: Kansas University
A Comparison of Light and Heavy Cell Phone Users While Driving a Vehicle
University: Missouri University of Science & Technology
Institution: Kansas University
Use of Offset Masking in a Divided Visual Field Task
University: Missouri University of Science & Technology
Institution: Kansas University
Numerical Analysis of Consolidation of Soft Soils Fully-Penetrated by Deep-Mixed Columns
University: University of Nebraska-Lincoln
Institution: Kansas University
A Simplified Analytical Method for Response of an Axially Loaded Pile Group Subjected to Lateral Soil Movement
University: Missouri University of Science & Technology
Institution: Kansas University
A Three-Dimensional Mechanistic-Empirical Model for Geocell-Reinforced Unpaved Roads
University: Missouri University of Science & Technology
Institution: Kansas University
Laboratory Evaluation of Deformations of Steel-Reinforced High-Density Polyethylene Pipes Under Static Loads
University: Missouri University of Science & Technology
Institution: Kansas University
Effect of Scour on the Behavior of Laterally Loaded Single Piles in Marine Clay
University: University of Iowa
Institution: Kansas University
Properties and Applications of Cement-Treated Sand-Expanded Polystyrene Bead Lightweight Fill
University: Missouri University of Science & Technology
Institution: Kansas University
Performance Evaluation of an Embankment on Soft Soil Improved by Deep Mixed Columns and Prefabricated Vertical Drains
University: University of Iowa
Institution: Kansas University
Performance of Triangular Aperture Geogrid-Reinforced Base Courses Over Weak Subgrade Under Cyclic Loading
University: Missouri University of Science & Technology
Institution: Kansas University
Creep Behavior of Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases
University: Missouri University of Science & Technology
Institution: Kansas University
Strength and Leaching of Solidified Sewage Sludge Treated with Different Additives
University: Missouri University of Science & Technology
Institution: Kansas University
Analytical Solution for Seismic Earth Pressures in c-f Soil with an Infinite Slope
University: University of Iowa
Institution: Kansas University
An Analytical Model for Resilient Modulus and Permanent Deformation of Geosynthetic-Reinforced Unbound Granular Materials
University: University of Nebraska-Lincoln
Institution: Kansas University
Refined Numerical Modeling of a Laterally-Loaded Drilled Shaft in an MSE Wall
University: Missouri University of Science & Technology
Institution: Kansas University
Geocell-Reinforced Granular Fill Under Static and Cyclic Loading: a Synthesis of Analysis
University: University of Iowa
Institution: Kansas University
Two-Dimensional DEM Analysis of Geogrid-Reinforced Bases Under a Cyclic Vertical Load
University: Missouri University of Science & Technology
Institution: Kansas University
Experimental Evaluation of Geocell-Reinforced Bases Under Repeated Loading
University: University of Iowa
Institution: Kansas University
Numerical Analysis of Pile-Slab Supported Railway Embankments
University: Missouri University of Science & Technology
Institution: Kansas University
Modeling of Laterally Loaded Drilled Shaft Group in MSE Wall
University: Missouri University of Science & Technology
Institution: Kansas University
Analytical Layer-Element Solutions for Deformations of Non-Axisymmetrically-Loaded Transversely Isotropic Multilayered Elastic Media
University: University of Nebraska-Lincoln
Institution: Kansas University
Widening of Column-Supported Embankments Over Soft Clay Considering Consolidation: Numerical Analysis
University: University of Nebraska-Lincoln
Institution: Kansas University
Geosynthetic Protection of Buried Steel-Reinforced HDPE Pipes from Static Loading
University: University of Iowa
Institution: Kansas University
Design Method for Geosynthetic-Reinforced Embankments Over Cavities Considering Partial Development of Soil Arching
University: University of Iowa
Institution: Kansas University
Integral Equation Method for Analysis of Piled Rafts with Dissimilar Piles Under Vertical Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Influence of Column Plasticity on Degree of Consolidation of Soft Foundations Improved by Deep Mixed Columns
University: University of Nebraska-Lincoln
Institution: Kansas University
Analysis of Laterally-Loaded Piles in Sand Considering Scour Hole Dimensions
University: University of Iowa
Institution: Kansas University
Integrated Analysis of the Performance of Pile-Supported Bridges Under Scoured Conditions
University: University of Nebraska-Lincoln
Institution: Kansas University
Analytical Layer-Element Solutions for a Multi-Layered Transversely Isotropic Elastic Medium Subjected to Axisymmetric Loading
University: University of Iowa
Institution: Kansas University
Accelerated Pavement Testing of Unpaved Roads with Geocell-Reinforced Sand Bases
University: University of Iowa
Institution: Kansas University
DEM Analysis of Stresses and Deformations of Geogrid-Reinforced Embankments Over Piles
University: University of Iowa
Institution: Kansas University
Performance of Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases Over Weak Subgrade Under Cyclic Plate Loading
University: University of Iowa
Institution: Kansas University
Change of Hydraulic Conductivity During Compression of Undisturbed and Remolded Clays
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis of a Laterally-Loaded Shaft Constructed within an MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis of Tensile Behavior of Geogrids with Rectangular and Triangular Apertures
University: University of Iowa
Institution: Kansas University
Experimentally Quantifying the Influence of Geosynthetics on Performance of Reinforced Granular Bases
University: University of Iowa
Institution: Kansas University
Performance of Cement-Fly Ash-Gravel Pile-Supported High-Speed Railway Embankments Over Soft Marine Clay
University: University of Nebraska-Lincoln
Institution: Kansas University
Two-Dimensional Deep-Seated Slope Stability Analysis of Embankments Over Stone Columns
University: University of Iowa
Institution: Kansas University
Stress Analysis on Triangular Aperture Geogrid-Reinforced Bases Over Weak Subgrade Under Cyclic Loading - an Experimental Study
University: University of Iowa
Institution: Kansas University
Accelerated Pavement Testing of Geocell-Reinforced Unpaved Roads Over Weak Subgrade
University: University of Iowa
Institution: Kansas University
Lateral Capacity of Short Rock Sockets in Weak Rock
University: University of Nebraska-Lincoln
Institution: Kansas University
Laterally Loaded Shaft Group Capacities and Deflections Behind an MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Performance of Geocell-Reinforced RAP Bases Over Weak Subgrade Under Full-Scale Moving Wheel Loads
University: Kansas State University
Institution: Kansas University
Investigation of Geotextile-Soil Interaction Under a Cyclic Wheel Load Using the Discrete Element Method
University: University of Kansas
Institution: Kansas University
Mitigation of Levee Failure Using Deep Mixed Columns and Geosynthetics
University: University of Nebraska-Lincoln
Institution: Kansas University
Three-Dimensional Numerical Modeling of Single Geocell-Reinforced Sand
University: University of Nebraska-Lincoln
Institution: Kansas University
Transfer Matrix Solutions to Axisymmetric and Non-Axisymmetric Consolidation of Multilayered Soils
University: Kansas State University
Institution: Kansas University
Centrifugal Modeling of an Embankment Backfilled with Lime-Stabilized Soil on Marine Clay
University: University of Nebraska-Lincoln
Institution: Kansas University
Analytical Solutions to Consolidation of a Multi-Layered Soil Under Circular Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Analysis of Back-to-Back Mechanically Stabilized Earth Walls
University: Kansas State University
Institution: Kansas University
Experimental Study and Numerical Simulation on Concrete Box Culverts in Trenche
University: University of Nebraska-Lincoln
Institution: Kansas University
Two-Dimensional Coupled Hydraulic and Mechanical Modeling of Geosynthetic-Reinforced Column-Supported Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
Investigation of Factors Influencing Behavior of Single Geocell-Reinforced Bases Under Static Loading
University: University of Iowa
Institution: Kansas University
Scour Effects on the Response of Laterally Loaded Piles Considering Stress History of Sand
University: University of Nebraska-Lincoln
Institution: Kansas University
3D Coupled Mechanical and Hydraulic Modeling of a Geosynthetic-Reinforced Deep Mixed Column-Supported Embankment
University: Kansas State University
Institution: Kansas University
Stability of Embankment on Soft Subgrade Reinforced by Rigid Inclusions (II) – Group Pile Analysis
University: University of Nebraska-Lincoln
Institution: Kansas University
Stability of Embankment on Soft Subgrade Reinforced by Rigid Piles (I) – Background and Single Pile Analysis
University: University of Nebraska-Lincoln
Institution: Kansas University
Coupled Mechanical and Hydraulic Modeling of Geosynthetic-Reinforced Column-Supported Embankments
University: University of Kansas
Institution: Kansas University
Integral Equation Method for Analysis of Piled Rafts with Dissimilar Piles Under Vertical Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Boundary Element Analysis of Axially Loaded Piles Embedded in a Multi-Layered Soil
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Single Rammed Aggregate Pier
Institution: Kansas University
Numerical Modeling of Loading Tests on a Rammed Aggregate Pier
University: Kansas State University
Institution: Kansas University
Numerical Analysis of Geosynthetic-Bridged and Drilled Shaft-Supported Embankments Over Large Sinkhole
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of High-Capacity Composite Spun Piles
University: University of Nebraska-Lincoln
Institution: Kansas University
Capacities and Deflections of Laterally Loaded Shafts Behind an MSE Wall
University: Kansas State University
Institution: Kansas University
Transfer Matrix Solutions for Three Dimensional Consolidation of a Multi-Layered Soil with Compressible Constituents
University: University of Nebraska-Lincoln
Institution: Kansas University
Deep Mixing Induced Property Changes in Sensitive Marine Clays
University: University of Nebraska-Lincoln
Institution: Kansas University
A New DJM-PVD Combined Method for Soft Ground Improvement
University: Kansas State University
Institution: Kansas University
A Theoretical Solution for Pile-Supported Embankments on Soft Soil
University: University of Kansas
Institution: Kansas University
State Space Solution to Three-Dimensional Consolidation of Multi-Layered Soils
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Geocell-Reinforced Sand Under a Vertical Load
Institution: Kansas University
Resistance Factors for Drilled Shafts in Weak Rocks Based on O-Cell Test Data
University: Kansas State University
Institution: Kansas University
Evaluation of Sample Quality of Sensitive Clay Using Intrinsic Compression Concept
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis of Foundation Columns to Support Widening of Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
Influence of Bedrock Inclination on Settlements of Flexible Shallow Foundations
University: Kansas State University
Institution: Kansas University
General Analytical Famework for Design of Flexible Reinforced Earth Structures
University: University of Nebraska-Lincoln
Institution: Kansas University
A Field study on Behavior of Micropiles Under Compression or Tension.
University: University of Kansas
Institution: Kansas University
A Field Study on Behavior of an Underpinned Foundation by Micropiles
University: University of Nebraska-Lincoln
Institution: Kansas University
Experimental Study of Macro and Micro-Behavior of Natural Diatomite
University: University of Nebraska-Lincoln
Institution: Kansas University
Closure to Design Method for Geogrid-Reinforced Unpaved Roads. I. Development of Design Method.
University: Kansas State University
Institution: Kansas University
Consolidation of Column-Reinforced Soft Foundations Under Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
Stability Failure Modes of Rigid Pile-Supported Embankments and Simplified Analysis Method
University: University of Nebraska-Lincoln
Institution: Kansas University
Structural Response of a Low-Fill Box Culvert Under Static and Traffic Loading
University: Kansas State University
Institution: Kansas University
Recent Advances in Column Technologies to Improve Soft Soils
University: University of Nebraska-Lincoln
Institution: Kansas University
Geosynthetic Reinforcement for Railway and Highway Construction
University: University of Nebraska-Lincoln
Institution: Kansas University
Use of Geosynthetics to Stabilize Recycled Aggregates in Roadway Construction
University: University of Kansas
Institution: Kansas University
Assessment of QC/QA Technologies for Evaluating Properties and Performance of Geosynthetics in Roadway Systems
University: University of Nebraska-Lincoln
Institution: Kansas University
A Large Test Box Study on Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases Over Weak Subgrade Under Cyclic Loading
University: Kansas State University
Institution: Kansas University
Numerical Modeling of Laterally Loaded Pile Groups in Soft Clay Improved by Jet Grouting
University: University of Nebraska-Lincoln
Institution: Kansas University
A Ten-Year Review on the Development of Soil Mixing Technologies in China
University: Missouri University of Science & Technology
Institution: Kansas University
Laboratory Evaluation of Deformations of Steel-Reinforced High-Density Polyethylene Pipes Under Static Loads
University: University of Nebraska-Lincoln
Institution: Kansas University
Experimental Evaluation of Recycled Asphalt Pavement (RAP) Bases Reinforced by Geocells Under Cyclic Plate Loading
University: Kansas State University
Institution: Kansas University
Sustainable Utilization and Experimental Study on Wet Fly Ash by Sea Water
University: Kansas State University
Institution: Kansas University
Influence of Inclined Bedrock on Undrained Bearing Capacity of Shallow Strip Foundations
University: Kansas State University
Institution: Kansas University
Creep Deformation of Unreinforced and Geocell-Reinforced Recycled Asphalt Pavements
University: University of Nebraska-Lincoln
Institution: Kansas University
Influence of Geogrid Stiffness Values on Shaft Group Lateral Capacities and Deflections Behind an MSE Wall
University: University of Kansas
Institution: Kansas University
Numerical Analysis of Soil Stress Distribution Under Restrained and Eccentrically Loaded Footings Considering Soil Strength
University: Kansas State University
Institution: Kansas University
Comparison of Physical and Consensus Properties of RAP Aggregate Extracted by Ignition and Centrifuge Methods
University: University of Iowa
Institution: Kansas University
Determination of Resilient Modulus of Subgrade Using a Cyclic Plate Loading Test
University: University of Nebraska-Lincoln
Institution: Kansas University
Accelerated Pavement Testing of Unpaved Roads with Geocell-Reinforced Sand Bases
University: University of Nebraska-Lincoln
Institution: Kansas University
The Influence of Geogrid Aperture Size on the Behavior of Reinforced Granular Bases
University: University of Kansas
Institution: Kansas University
p-y Based Approach for Buckling Analysis of Axially Loaded Piles Under Scoured Conditions
University: University of Nebraska-Lincoln
Institution: Kansas University
Effect of Infill Material on the Performance of Geocell-Reinforced Bases
University: Missouri University of Science & Technology
Institution: Kansas University
Behavior of Triaxial Geogrid-Reinforced Bases Under Static Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Objectification Suggestion for Installation Damage Evaluation of Geosynthetics
University: University of Nebraska-Lincoln
Institution: Kansas University
Consolidation Settlement of Stone Column-Reinforced Foundations in Soft Soils
University: University of Missouri
Institution: Kansas University
3D Parametric Study of Geosynthetic-Reinforced Column-Supported Embankments Based on Coupled Hydraulic and Mechanical Modeling
University: Missouri University of Science & Technology
Institution: Kansas University
Bearing Capacities of Geogrid-Reinforced Sand Bases Under Static Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction Under a Scoured Condition
University: Kansas State University
Institution: Kansas University
Stability Analysis of Geosynthetic-Reinforced Cushion Foundations
University: University of Nebraska-Lincoln
Institution: Kansas University
Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement as a Base Course Material
University: University of Kansas
Institution: Kansas University
Effects of Scour on Sand Resistance to Laterally Loaded Piles Considering Stress History
University: University of Nebraska-Lincoln
Institution: Kansas University
A Feasibility Study on Reducing Flowability of Vacuum Tower Bottoms Using Aggregate
University: University of Nebraska-Lincoln
Institution: Kansas University
Analysis of Structurally Restrained Eccentrically Loaded Footings
University: Missouri University of Science & Technology
Institution: Kansas University
A Numerical Study on Stress-Strain Responses of Biaxial Geogrids Under Tension at Different Directions
University: University of Nebraska-Lincoln
Institution: Kansas University
Experimental Study on Triaxial Geogrid-Reinforced Bases Over Weak Subgrade Under Cyclic Loading
University: University of Nebraska-Lincoln
Institution: Kansas University
Influence of Base Course Gradation on Response of Granular Bases Under Cyclic Loading: a Micromechanical Study
University: University of Nebraska-Lincoln
Institution: Kansas University
Micromechanical Analysis of Soil Arching in Geosynthetic-Reinforced Pile-Supported Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Modeling of a Reinforced Embankment Based on Centrifuge Test
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of Behavior of a Laterally Loaded Bridge Pile Group Under Scour Conditions
University: Kansas State University
Institution: Kansas University
Experimental Study on Bearing Capacity of Geocell-Reinforced Bases
University: University of Nebraska-Lincoln
Institution: Kansas University
Settlement Calculation of Deep Mixed Foundations
University: University of Iowa
Institution: Kansas University
DynamicCompaction of Fill in a Mountainous Area
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of Geogrid-Reinforced Pile-Supported Embankments Under Cyclic loading Using Discrete Element Method
University: University of Iowa
Institution: Kansas University
Approaches for 2D Coupled Modeling of Column-Supported Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
DEM Study of a Shallow Foundation Under Vertical Loading
University: University of Kansas
Institution: Kansas University
Geotechnical Properties of Solidified Sludge by Mixing Cement and Calcium-Bentonite
University: University of Nebraska-Lincoln
Institution: Kansas University
Laboratory Study on Recycled Building Waste Materials for Road Construction
University: University of Nebraska-Lincoln
Institution: Kansas University
A Literature Review on Behavior of Scoured Piles Under Bridges
University: University of Nebraska-Lincoln
Institution: Kansas University
Lateral Load Capacity of Cast-in-Place Shafts Behind an MSE Wall
University: University of Nebraska-Lincoln, University of Nebraska at Omaha
Institution: Kansas University
Instrumentation of an MSE Wall Containing Laterally Loaded Drilled Shafts
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Geocell-Reinforced Granular Bases Under Static and Repeated Loads
University: University of Nebraska-Lincoln
Institution: Kansas University
Side Resistance Factor for Serviceability-Based Design of Drilled Shafts in Weak Rock Calibrated Using O-cell Test Data
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis of Consolidation of Soft Ground Improved by the DJM-PVD Combined Method
University: Missouri University of Science & Technology
Institution: Kansas University
Longer Term Monitoring of Strains in MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Discrete Element Method Investigation of Geogrid-Aggregate Interaction Under a Cyclic Wheel Load
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of High-Capacity Composite Spun Piles
University: Kansas State University
Institution: Kansas University
Experimental Evaluation of Influence Factors for Single Geocell-Reinforced Sand
University: University of Iowa
Institution: Kansas University
Load-Deflection Responses of Laterally Loaded Shafts in an MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis of Embankments Supported by Geosynthetics Over Drilled Shafts in Karst Terrains
University: Missouri University of Science & Technology
Institution: Kansas University
DEM Analysis of Geotextile-Soil Interaction Under Wheel Loading
University: Kansas State University
Institution: Kansas University
Experimental Study of Deformation Effect on Geosynthetic-Soil Interaction
University: University of Nebraska-Lincoln
Institution: Kansas University
Numerical Analysis for Mechanisms of a Geocell-Reinforced Base Under a Vertical Load
University: University of Kansas
Institution: Kansas University
Geosynthetic Reinforcement for Riverside Slope Stability of Levees Due to Rapid Drawdown
University: University of Nebraska-Lincoln
Institution: Kansas University
Development of a Performance-Based Laboratory Test Method for Evaluating Geosynthetic-Soil Confinement
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Geocell-Reinforced Sand Under a Vertical Load
University: University of Nebraska-Lincoln
Institution: Kansas University
Resistance Factors for Drilled Shafts in Weak Rocks Based on O-cell Test Data
University: Missouri University of Science & Technology
Institution: Kansas University
Statistical Analysis of O-Cell Test Data for Nominal Load Capacities of Drilled Shafts
University: University of Nebraska-Lincoln
Institution: Kansas University
Critical Height of Deep Mixed Column-Supported Embankment Under an Undrained Condition
University: University of Nebraska-Lincoln
Institution: Kansas University
Stability of Levees Over Soft Soil Improved by Deep Mixing Technology
University: University of Nebraska-Lincoln
Institution: Kansas University
Laboratory Model Study on Densification of Hydraulically-Filled Fine Sands by Vibro-Compaction
University: University of Nebraska-Lincoln
Institution: Kansas University
An Approach to Estimate the Optimum Depth of Floating Type Column for Embankment Stability
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of Surface Infiltration Rate of Permeable Sidewalks Under Rainfall
University: University of Nebraska-Lincoln
Institution: Kansas University
Two-Dimensional Parametric Study on Geosynthetic-Reinforced Column-Supported Embankments Over Soft Soil
University: University of Nebraska-Lincoln
Institution: Kansas University
Technical Review of Geocell-Reinforced Base Courses Over Weak Subgrade
University: Kansas State University
Institution: Kansas University
Development of a New Type of Steel Structure Rack Apparatus for 3D Geomechanical Model Tests and Structural Integrity Assessment
University: University of Nebraska-Lincoln
Institution: Kansas University
Stability Analysis of Back-to-Back MSE Walls
University: Kansas State University
Institution: Kansas University
Analytical Framework for Geosynthetic Reinforced Earth Structures: Part I – Ideal Approach
University: University of Nebraska-Lincoln
Institution: Kansas University
Analytical Framework for Geosynthetic Reinforced Earth Structures: Part II – Practical Approach
University: University of Nebraska-Lincoln
Institution: Kansas University
Validation of Constitutive Models for Geosynthetic-Reinforced Column-Supported Embankments
University: University of Iowa
Institution: Kansas University
Stresses and Deformations Induced by Widening of Existing Embankments
University: University of Nebraska-Lincoln
Institution: Kansas University
Serviceability Analysis of Geomembrane in Geosynthetic-Reinforced Column-Supported Platforms
University: University of Iowa
Institution: Kansas University
A Solution to Plane Strain Consolidation of Multi-Layered Soils
University: University of Iowa
Institution: Kansas University
Parametric Study of Geosynthetic-Reinforced Pile-Supported Embankments
University: Missouri University of Science & Technology
Institution: Kansas University
Two and Three-Dimensional Modeling of Deep Mixed Columns Under Embankments
University: University of Kansas
Institution: Kansas University
Analysis of Geotextile Reinforced Embankment Over Deep Mixed Soil Columns Using Numerical and Analytical Tools
University: University of Missouri
Institution: Kansas University
Stability Analyses of Geosynthetic-Reinforced Earth Structures Using Limit Equilibrium and Numerical Methods
University: University of Kansas
Institution: Kansas University
Deformations of Geosynthetic-Reinforced Column-Supported Embankments
University: University of Kansas
Institution: Kansas University
The Giroud-Han Design Method for Geosynthetic-Reinforced Unpaved Roads. Part II Recommendations for the Proper Use of the Method
University: University of Kansas
Institution: Kansas University
The Giroud-Han Design Method for Geosynthetic-Reinforced Unpaved Roads. Part I the Method Development and its Calibration
University: University of Kansas
Institution: Kansas University
Tough Cell: Geosynthetic Reinforcement Shows Strong Promise
University: University of Kansas
Institution: Kansas University
MSE Walls Supported Laterally Loaded Drilled Shafts
University: University of Missouri
Institution: Kansas University
Advances in Geotechnical Engineering
University: University of Kansas
Institution: Kansas University
Ground Improvement and Geosynthetics
University: University of Kansas
Institution: Kansas University
Advances in Ground Improvement: Research to Practice in the United States and China
University: University of Kansas
Institution: Kansas University
Advances in Earth Structures: Research to Practice
University: University of Kansas
Institution: Kansas University
Integrated Analysis of the Performance of Pile-Supported Bridges Under Scoured Conditions
University: Missouri University of Science & Technology
Institution: Kansas University
Performance of Geocell-Reinforced Recycled Asphalt Pavement (RAP) Bases Over Weak Subgrade Under Cyclic Plate Loading
University: University of Missouri
Institution: Kansas University
Accelerated Pavement Testing of Unpaved Roads with Geocell-Reinforced Sand Bases
University: University of Missouri
Institution: Kansas University
Performance of Geocell-Reinforced Rap Bases Over Weak Subgrade Under Full-Scale Moving Wheel Loads
University: University of Kansas
Institution: Kansas University
Laterally Loaded Shaft Group Capacities and Deflections Behind an MSE Wall
University: University of Missouri
Institution: Kansas University
Stress Analysis on Triangular-Aperture Geogrid-Reinforced Bases Over Weak Subgrade Under Cyclic Loading
University: University of Kansas
Institution: Kansas University
Lateral Resistance of Short Rock Sockets in Weak Rock
University: University of Missouri
Institution: Kansas University
Numerical Analysis of a Laterally-Loaded Shaft Constructed within an MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Experimentally Quantifying the Influence of Geosynthetics on Performance of Reinforced Granular Bases
University: University of Nebraska-Lincoln
Institution: Kansas University
Estimation of Safety Effectiveness of Widening Shoulders and Adding Passing Lanes on Rural Two-Lane Roads
Institution: Kansas University
Stress Analysis on Triangular-Aperture Geogrid-Reinforced Bases Over Weak Subgrade Under Cyclic Loading
University: University of Iowa
Institution: Kansas University
Accelerated Pavement Testing of Geocell-Reinforced Unpaved Roads Over Weak Subgrade
University: University of Missouri
Institution: Kansas University
Scour Effects on the Response of Laterally Loaded Piles Considering Stress History of Sand
University: Missouri University of Science & Technology
Institution: Kansas University
Investigation of Factors Influencing Behavior of Single Geocell-Reinforced Bases Under Static Loading
University: University of Iowa
Institution: Kansas University
Three-Dimensional Numerical Modeling of Single Geocell Reinforced Sand
University: University of Missouri
Institution: Kansas University
Characterization of Loess for Deep Foundations
University: Missouri University of Science & Technology
Institution: Kansas University
Capacities and Deflections of Laterally Loaded Shafts behind an MSE Wall
University: University of Missouri
Institution: Kansas University
Resistance Factors for Drilled Shafts in Weak Rock Based on O-Cell Test Data
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Geocell-Reinforced Sand Under a Vertical Load
University: Missouri University of Science & Technology
Institution: Kansas University
Numerical Analysis of Foundation Columns to Support Widening of Embankments
University: University of Missouri
Institution: Kansas University
Mixing Efficiency for Stabilized Subgrades for Low Volume Roads
University: University of Missouri
Institution: Kansas University
Influence of Bedrock Inclination on Elastic Settlements of Flexible Shallow Strip Foundations
University: Missouri University of Science & Technology
Institution: Kansas University
Foundation Analysis and Design, Innovative Methods
University: Missouri University of Science & Technology
Institution: Kansas University
Influence of Geogrid Stiffness on Shaft Lateral Capacities and Deflections Behind an MSE Wall
University: Missouri University of Science & Technology
Institution: Kansas University
Creep Deformation of Unreinforced and Geocell-Reinforced Recycled Asphalt Pavements
University: University of Nebraska-Lincoln
Institution: Kansas University
Comparison of RAP Aggregates Extracted by Ignition and Centrifuge Methods
University: University of Missouri
Institution: Kansas University
Determination of Resilient Modulus of Subgrade Using a Cyclic Plate Loading Test
University: Kansas State University
Institution: Kansas University
DEM Analysis of Geotextile-Soil Interaction Under Wheel Loading
University: Missouri University of Science & Technology
Institution: Kansas University
Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction Under a Scoured Condition
University: Missouri University of Science & Technology
Institution: Kansas University
p-y Based Approach for Buckling Analysis of Axially Loaded Piles under Scoured Conditions
University: University of Missouri
Institution: Kansas University
Laboratory Evaluation of Physical and Mechanical Properties of Recycled Asphalt Pavement
University: University of Missouri
Institution: Kansas University
Effect of Infill Material on the Performance of Geocell-Reinforced Bases
University: University of Nebraska-Lincoln
Institution: Kansas University
Experimental Study on Triaxial Geogrid-Reinforced Bases Over Weak Subgrade Under Cyclic Loading
University: University of Missouri
Institution: Kansas University
Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction Under a Scoured Condition
Institution: Kansas University
Lateral Load Capacity of Cast-in-Place Shafts Behind an MSE Wall
University: Kansas State University
Institution: Kansas University
Instrumentation of an MSE Wall Containing Laterally Loaded Drilled Shafts
University: University of Nebraska-Lincoln
Institution: Kansas University
A Literature Review on Behavior of Scoured piles Under Bridges
University: University of Nebraska-Lincoln
Institution: Kansas University
Side Resistance Factor for Serviceability-Based Design of Drilled Shafts in Weak Rock Calibrated Using O-cell Test Data
University: University of Nebraska-Lincoln
Institution: Kansas University
Behavior of Geocell-Reinforced Granular Bases Under Static and Repeated Loads
University: University of Nebraska-Lincoln
Institution: Kansas University
Longer Term Monitoring of Strains in MSE Wall
University: University of Nebraska-Lincoln
Institution: Kansas University
Evaluation of Behavior of a Laterally Loaded Bridge Pile Group under Scour Conditions
University: University of Missouri
Institution: Kansas University
Influence of Base Course Gradation on Response of Granular Bases Under Cyclic Loading: a Micromechanical Study
University: University of Missouri
Institution: Kansas University
Experimental Study on Bearing Capacity of Geocell-Reinforced Bases
University: University of Missouri
Institution: Kansas University
Discrete Element Method Investigation of Geogrid-Aggregate Interaction Under a Cyclic Wheel Load
University: University of Missouri
Institution: Kansas University
Experimental Evaluation of Influence Factors for Single Geocell-Reinforced Sand
University: University of Missouri
Institution: Kansas University
Experimental Study of Deformation Effect on Geosynthetic-Soil Interaction
University: University of Missouri
Institution: Kansas University
Numerical Analysis for Mechanisms of a Geocell-Reinforced Base Under a Vertical Load
University: University of Kansas
Institution: Kansas University
Storage and Analysis of Georeferenced Geotechnical and Pavements Data
University: University of Kansas
Institution: Kansas University
Structuring a Comprehensive Georeferenced Subgrade Database
University: Missouri University of Science & Technology
Institution: Kansas University
Mapping Luminance Gradient across A Private Office for Daylighting
University: University of Iowa
Institution: Kansas University
A Camera-Aided Legibility Assessment Protocol of Displays for Enhanced Human-Computer Interaction
University: University of Kansas
Institution: Kansas University
Using High Dynamic Range Photogrammetric Techniques for Optimizing Lighting Energy Saving in Buildings
University: University of Nebraska-Lincoln
Institution: Kansas University
Introduction To High Dynamic Range Photogrammetric Techniques: Beginning of a New Lighting Stage
University: University of Nebraska-Lincoln
Institution: Kansas University
Quality of High Dynamic Range Images for Luminance Data Acquisition Versus Aperture Size of Camera and Exposure Ranges
University: University of Kansas
Institution: Kansas University
Comparative Study of UGR Calculations for Parabolic Fluorescent Luminaires Aided by High Dynamic Range Imaging Techniques
University: University of Kansas
Institution: Kansas University
No Base Left Behind: The Impact of Military Base Closures on Educational Expenditures and Outcomes
University: University of Nebraska-Lincoln
Institution: University of Iowa
School District Income Taxes: New Revenue or a Property Tax Substitute
University: University of Kansas
Institution: University of Iowa
Tax Limit Repeal and School Spending
University: University of Kansas
Institution: University of Iowa
Fiscal Effects of Budget Referendums: Evidence from New York School Districts
University: University of Kansas
Institution: University of Iowa
Cost Function and its Use for Intergovernmental Educational Transfers in Vietnam
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Capitalization of School Quality into House Values: A Review
University: University of Kansas
Institution: University of Iowa
Budgeting in Viet Nam: Decentralized Decision-making in a Unitary State Budget Environment
University: University of Kansas
Institution: University of Iowa
What is Paratransit Worth
University: University of Kansas
Institution: University of Iowa
An Analysis of Quasi-Decentralized Budgeting in Viet Nam
University: University of Kansas
Institution: University of Iowa
Leaving or Staying: Inter-Provincial Migration in Vietnam
University: University of Kansas
Institution: University of Iowa
What is in it for the Poor? Evidence from Fiscal Decentralization in Vietnam
University: University of Kansas
Institution: University of Iowa
Performance Budgeting: Its Rise and Fall
University: University of Kansas
Institution: University of Iowa
Driver Performance at High Speeds Using a Simulator
University: University of Kansas
Institution: University of Iowa
Driver Responses to Signing Treatments for Flooded Roads
University: University of Kansas
Institution: University of Iowa
Deceleration Lengths for Exit Terminals
University: University of Kansas
Institution: University of Iowa
Driver Preference for Crosswalk Marking Patterns
University: University of Kansas
Institution: University of Iowa
Detection Distances to Crosswalk Markings: Transverse, Continental and Bar Pairs
University: University of Kansas
Institution: University of Iowa
Design and Evaluation of Signs and Pavement Markings Using Driving Simulators
University: University of Kansas
Institution: University of Iowa
Safety Strategies Study
University: University of Kansas
Institution: University of Iowa
Pedestrian/Bicyclist Safety Strategies Study
University: University of Kansas
Institution: University of Iowa
Assessing Benefits of Chevrons with Full Retroreflective Signposts on Rural Horizontal Curves
University: University of Kansas
Institution: University of Iowa
Programs and Policies to Improve Safety and Mobility for an Aging Population: An International Perspective
University: University of Kansas
Institution: University of Iowa
A Strategy to Reduce Older Driver Injuries at Intersections Using More Accommodating Roundabout Design Practices
University: University of Kansas
Institution: University of Iowa
Flashing Message Features on Changeable Message Signs
University: University of Kansas
Institution: University of Iowa
Nighttime Legibility of Ground-Mounted Traffic Signs as a Function of Font, Color, and Retroreflective Sheeting Type
University: University of Kansas
Institution: University of Iowa
Forty Years of Periodic Vehicle Routing
University: University of Kansas
Institution: University of Iowa
The Probabilistic Traveling Salesman Problem with Time Windows
University: University of Kansas
Institution: University of Iowa
RevenueManagement Opportunities for Internet Retailers
University: University of Kansas
Institution: University of Iowa
Network Design for Time-Constrained Delivery using Subgraphs
University: University of Kansas
Institution: University of Iowa
Time Slot Management in Attended Home Delivery
University: University of Kansas
Institution: University of Iowa
The Orienteering Problem with Stochastic Travel and Service Times
University: University of Kansas
Institution: University of Iowa
Prepositioning Supplies in Preparation for Disasters
University: University of Kansas
Institution: University of Iowa
Runtime Reduction Techniques for the Probabilistic Traveling Salesman Problem with Deadlines
University: University of Nebraska-Lincoln
Institution: University of Iowa
Minimax Flow Tree Problems
University: University of Nebraska-Lincoln
Institution: University of Iowa
What E-Tailers Can Learn From Airline Pricing
University: University of Missouri
Institution: University of Iowa
Probabilistic Traveling Salesman Problem with Deadlines
University: University of Missouri
Institution: University of Iowa
Routing for Relief Efforts
University: University of Missouri
Institution: University of Iowa
Network Design for Time-Constrained Delivery
University: University of Missouri
Institution: University of Iowa
Extension of the 2-p-opt and 1-shift algorithms to the Heterogeneous Probabilistic Traveling Salesman Problem
University: University of Missouri
Institution: University of Iowa
The p-Hub Center Allocation Problem
University: University of Missouri
Institution: University of Iowa
Aggregation for the Probabilistic Traveling Salesman Problem
University: Missouri University of Science & Technology
Institution: University of Iowa
The Vehicle Routing Problem with Demand Range
University: University of Missouri
Institution: University of Iowa
Upgrading Arcs to Minimize the Maximum Travel Time in a Network
University: Missouri University of Science & Technology
Institution: University of Iowa
Incentive Schemes for Attended Home Delivery Services
University: Missouri University of Science & Technology
Institution: University of Iowa
Challenges and Opportunities in Attended Home Delivery
University: University of Missouri
Institution: University of Iowa
Challenges and Advances in A Priori Routing
University: University of Missouri
Institution: University of Iowa
The Use of Telemetry to Improve Routing Costs
University: Missouri University of Science & Technology
Institution: University of Iowa
Routing for Relief Efforts
University: University of Missouri
Institution: University of Iowa
Minimax Flow Tree Problems
University: University of Missouri
Institution: University of Iowa
Routing for Relief Efforts
University: Missouri University of Science & Technology
Institution: University of Iowa
Routing for Relief Efforts
University: University of Missouri
Institution: University of Iowa
Flame Structure Changes Resulting from Hydrogen-Enrichment and Pressurization for Low-Swirl Premixed Methane-Air Flames
University: University of Missouri
Institution: University of Iowa
Computational Modeling of the Combustion and Gasification Zones in a Downdraft Gasifier
University: Missouri University of Science & Technology
Institution: University of Iowa
Numerical Modeling of Co-Firing Chunk Coal and Oat Hulls in a Stoker Boiler
University: Missouri University of Science & Technology
Institution: University of Iowa
Effect of Chamber Pressure on Spreading and Splashing of Liquid Drops upon Impact on a Dry and Smooth Surface
Institution: University of Iowa
Gas Evolution of Corn Kernels and Paper Sludge from Biomass Gasification and Pyrolysis
University: University of Missouri
Institution: University of Iowa
Fuel Drop Spreading on a Flat Smooth Surface: Numerical Simulations with a VOF Method
University: University of Missouri
Institution: University of Iowa
Experimental Investigation of Thermoacoustic Coupling using Blended Hydrogen-Methane Fuels in a Low Swirl Burner
University: University of Missouri
Institution: University of Iowa
Numerical Study of Liquid Film Microstructure During Spin Coating of Ag Colloidal Suspension
University: University of Missouri
Institution: University of Iowa
Experimental Investigation of Thermoacoustic Coupling for Low-Swirl Lean Premixed Flames
University: University of Missouri
Institution: University of Iowa
Effects of Pairwise, Self-Associating Functional Side Groups on Polymer Solubility, Solution Viscosity, and Mist Control
University: University of Missouri
Institution: University of Iowa
Measurements of Fuel Mixture Fraction Oscillations of a Turbulent Jet Non-Premixed Flame
University: University of Missouri
Institution: University of Iowa
Consequences for Flame Behavior from Coupling of Combustor Pressure and Fuel/Oxidizer Mixing
University: Missouri University of Science & Technology
Institution: University of Iowa
Combustion Dynamics of a Low-Swirl Combustor
University: University of Nebraska-Lincoln
Institution: University of Iowa
Prediction of Post-contact Deformation for a Fluid Droplet Impact on a Solid, Smooth Surface
University: University of Nebraska-Lincoln
Institution: University of Iowa
Gas Evolution of Biomass in Gasification and Pyrolysis
University: University of Nebraska-Lincoln
Institution: University of Iowa
Gas Evolution of Corn from Biomass Gasification
University: University of Nebraska-Lincoln
Institution: University of Iowa
Analysis of Flame Surface Density Measurements in a Low Swirl Burner
University: University of Nebraska-Lincoln
Institution: University of Iowa
Numerical Analysis of Fuel Drop Spreading on a Flat Surface with the VOF Method
University: University of Nebraska-Lincoln
Institution: University of Iowa
Numerical Simulations of Fuel Drop Spreading on a Flat Smooth Surface
University: University of Nebraska-Lincoln
Institution: University of Iowa
Gas Evolution of Paper Sludge through Biomass Gasification and Pyrolysis
University: University of Nebraska-Lincoln
Institution: University of Iowa
Combustion Instabilities in a Low Swirl Burner
Institution: University of Iowa
Gas Evolution of Corn Kernels from Biomass Gasification and Devolatilization
University: University of Nebraska-Lincoln
Institution: University of Iowa
Numerical Modeling of Light Density Biomass Combustion
University: University of Nebraska-Lincoln
Institution: University of Iowa
Examination of the Perturbation Sensitivity of a Swirl Stabilized Flame
University: University of Nebraska-Lincoln
Institution: University of Iowa
Gas Evolution from Biomass Pyrolysis
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effect of Chamber Pressure on Spreading and Splashing of Liquid Droplets upon Impact on a Dry Smooth Stationary Surface
University: University of Nebraska-Lincoln
Institution: University of Iowa
Assessment of the Validity of Modeling Light Biomass Combustion in a Fluidized-Stoker Boiler Using FLUENT Commercial Flow Software
University: University of Nebraska-Lincoln
Institution: University of Iowa
Combustion Dynamics of Lean Premixed Methane-Air Flames: Effect of Swirl and Pressure
University: University of Nebraska-Lincoln
Institution: University of Iowa
Fuel Drop Dynamics for Solid Surface Impact at Conditions Below the Splash Limit
University: University of Nebraska-Lincoln
Institution: University of Iowa
Chamber Pressure Perturbation Coupling with a Swirl-stabilized Lean Premixed Flame at Elevated Pressures
University: University of Nebraska-Lincoln
Institution: University of Iowa
Prediction of Post-Contact Parameters of a Fluid Droplet Impact on a Smooth Surface
University: University of Nebraska-Lincoln
Institution: University of Iowa
Correlation of Reaction Zone Curvature and Thickness in Highly Turbulent Non-Premixed Flames
University: University of Nebraska-Lincoln
Institution: University of Iowa
An Experimental Study of Thermoacoustic Coupling for Low-swirl Lean Premixed Flames
University: University of Nebraska-Lincoln
Institution: University of Iowa
Development of a New Tool based on Moisture Loss Index and In-situ Stiffness to Determine the Timing of an Overlay on Cold In-place Recycling Layer
University: University of Nebraska-Lincoln
Institution: University of Iowa
Performance Evaluation of Cold In-place Recycling Mixtures using Emulsified Asphalt Based on Dynamic Modulus, Flow Number, Flow Time, and Raveling Loss
University: University of Nebraska-Lincoln
Institution: University of Iowa
Influence of Reclaimed Asphalt Pavement Temperature on Mix Design Process of Cold In-Place Recycling Using Foamed Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Impacts of Curing Time and Moisture Content on Engineering Properties of Cold In-Place Recycling Mixtures Using Foamed or Emulsified Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Development of Moisture Loss Index Based on Field Moisture Measurement Using Portable Time Domain Reflectometer (TDR) for Cold In-place Recycled Pavements
University: University of Nebraska-Lincoln
Institution: University of Iowa
Long-Term Field Performance of Cold In-Place Recycled Roads in Iowa
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effects of Recycled Materials on Long-Term Performance of Cold In-Place Recycled Asphalt Roads
University: University of Nebraska-Lincoln
Institution: University of Iowa
Investigation of Minimum Number of Drop Levels and Test Points for FWD Network-Level Testing Protocol in Iowa Department of Transportation
University: University of Nebraska-Lincoln
Institution: University of Iowa
Comparing Laboratory Responses of Engineered Emulsified Asphalt and Foamed Asphalt Mixtures for Cold In-place Recycling Pavement
University: University of Nebraska-Lincoln
Institution: University of Iowa
Dynamic Modulus and Repeated Load Tests of Cold In-Place Recycling Mixtures Using Foamed Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Determination of Dynamic Modulus of Cold In-place Recycling Mixtures with Foamed Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Evaluation of Warm Mix Asphalt Mixtures with Foaming Technology and Additives Using New Simple Performance Testing Equipment
University: University of Nebraska-Lincoln
Institution: University of Iowa
Validation of New Mix Design Procedure for Cold In-Place Recycling with Foamed Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Laboratory Evaluation of Color Polymer Concrete Pavement Using Synthetic Resin Binder for Exclusive Bus Lanes
University: University of Nebraska-Lincoln
Institution: University of Iowa
Laboratory Testing and Field Evaluation of Electrochemical Chloride Extraction Method to Reduce Corrosion in Rebar Embedded in Concrete
University: University of Nebraska-Lincoln
Institution: University of Iowa
Development of Mix Design Procedure for Cold In-Place Recycling with Foamed Asphalt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Analysis of Errors in Ground Truth Indicators for Evaluating the Accuracy of Automated Pavement Surface Image Collection and Analysis System for Asset Management
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Cool Asphalt Pavement: a Window to the Eco-Friendly Future
University: University of Nebraska-Lincoln
Institution: University of Iowa
Recycling/Reclaiming In Place of Failure
University: University of Nebraska-Lincoln
Institution: University of Iowa
US Metropolitan Spatial Structure and Labor Accessibility
University: University of Nebraska-Lincoln
Institution: University of Iowa
Measuring Price Elasticities for Residential Water Demand with Limited Information
University: University of Nebraska-Lincoln
Institution: University of Iowa
Species Specific Recreation Demand: The Case of Trout Fishing in Alberta
University: University of Nebraska-Lincoln
Institution: University of Iowa
Is Economic Growth for the Birds
University: University of Nebraska-Lincoln
Institution: University of Iowa
Reconsidering the Economics of Demand Analysis with Kinked Budget Constraints
University: University of Nebraska-Lincoln
Institution: University of Iowa
Stocking Regulations and the Spread of Invasive Species
University: University of Nebraska-Lincoln
Institution: University of Iowa
Stocking Regulations and the Spread of Invasive Species
University: University of Nebraska-Lincoln
Institution: University of Iowa
Communities, Competition, Spillovers and Open Space
University: University of Nebraska-Lincoln
Institution: University of Iowa
Estimating the Economic Benefits of Acidic Rock Drainage Clean Up Using Cost Shares
University: University of Nebraska-Lincoln
Institution: University of Iowa
Cost Credibility and the Stated Preference Analysis of Public Goods
University: University of Nebraska-Lincoln
Institution: University of Iowa
Modeling Approaches to the Analysis of International Trade Policy: Computable General Equilibrium and Gravity Models
University: University of Nebraska-Lincoln
Institution: University of Iowa
Sustainability in Winter Maintenance Operations: A Checklist
University: University of Nebraska-Lincoln
Institution: University of Iowa
Using a Maintenance Decision Support System in Winter Service Operations
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effects of Adverse Weather on Traffic Crashes: Systematic Review and Meta-Analysis
Institution: University of Iowa
Damaging Effects of Deicing Chemicals on Concrete Materials
University: University of Nebraska-Lincoln
Institution: University of Iowa
Sustainable Winter Maintenance and a 22-in. Blizzard: Case Study
University: University of Nebraska-Lincoln
Institution: University of Iowa
Measuring Sustainability in Winter Operations
University: University of Nebraska-Lincoln
Institution: University of Iowa
Factors for Consideration in Selecting Snow Plow Cutting Edges
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Role of Weather Services in Sustainable Winter Services
Institution: University of Iowa
Modifying Winter Service Performance Criteria Using a Storm Severity Index
University: University of Nebraska-Lincoln
Institution: University of Iowa
Sustainability in Winter Maintenance Operations: A Checklist
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Direct and Indirect Effects of Adverse Weather and Maintenance Operations on Traffic Crashes
University: University of Nebraska-Lincoln
Institution: University of Iowa
Impacts of Student Course Selection on Subsequent Career Trajectories
University: University of Nebraska-Lincoln
Institution: University of Iowa
Winter Highway Maintenance Operational Performance Management and Performance Targets
University: University of Nebraska-Lincoln
Institution: University of Iowa
SafeLane Overlay Performance Testing: Winter 2005-06
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Role of Risk, Reliability, and Probability in the Interaction of Surface Weather and Transportation
University: University of Nebraska-Lincoln
Institution: University of Iowa
Modeling the Causal Relationships between Winter Highway Maintenance, Adverse Weather and Mobility
Institution: University of Iowa
Effect of Adverse Weather on Traffic Crashes
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Survey of Faculty Development Activities in Civil Engineering
University: University of Nebraska-Lincoln
Institution: University of Iowa
Operational Uses of Friction in Winter Maintenance
University: University of Nebraska-Lincoln
Institution: University of Iowa
Non-Baseline Damage Detection Based on the Deviation of Displacement Mode Shape Data
University: University of Nebraska-Lincoln
Institution: University of Iowa
Damage Detection by the Distribution of Predicted Constraint Forces
University: University of Nebraska-Lincoln
Institution: University of Iowa
Damage Detection from the Variation of Parameter Matrices Estimated by Incomplete FRF Data
University: University of Nebraska-Lincoln
Institution: University of Iowa
Human Head-Neck Models in Whole-Body Vibration: Effect of Posture
University: University of Nebraska-Lincoln
Institution: University of Iowa
Comprehensive Measurement in Whole-Body Vibration
University: University of Nebraska-Lincoln
Institution: University of Iowa
An Active Head-Neck Model in Whole-Body Vibration: Vibration Magnitude and Softening
University: University of Nebraska-Lincoln
Institution: University of Iowa
Predictive Simulation of Human Walking Transitions Using an Optimization Formulation
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effective Seat-to-Head Transmissibility in Whole-Body Vibration: Effects of Posture and Arm Position
University: University of Nebraska-Lincoln
Institution: University of Iowa
Predictive Discomfort and Seat-to-Head Transmissibility in Low-Frequency Fore-Aft Whole-Body Vibration
University: University of Nebraska-Lincoln
Institution: University of Iowa
Enhanced Optimization-Based Inverse Kinematics Methodology Considering Joint Discomfort
Institution: University of Iowa
Estimation of Parameter Matrices Based on Measured Data
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Validation Framework for Predictive Human Models
University: University of Nebraska-Lincoln
Institution: University of Iowa
Predictive Discomfort of Non-Neutral Head-Neck Postures in Fore-Aft Whole-Body Vibration
University: University of Nebraska-Lincoln
Institution: University of Iowa
Multi-Objective Optimization-Based Method for Kinematic Posture Prediction: Development and Validation
University: University of Nebraska-Lincoln
Institution: University of Iowa
Integrated Mathematical Forms for Update of Physical Parameter Matrices of Damped Dynamic System
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Damage Detection Approach Based on the Distribution of Constraint Forces Predicted from Measured Flexural strain
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Quasi-Static Discomfort Measure in Whole-Body Vibration
University: University of Nebraska-Lincoln
Institution: University of Iowa
Human Lifting Simulation Using a Multi-Objective Optimization Approach
University: University of Nebraska-Lincoln
Institution: University of Iowa
Predictive Dynamics: an Optimization-Based Novel Approach for Human Motion Simulation
University: University of Nebraska-Lincoln
Institution: University of Iowa
Workspace Zone Differentiation Tool for Visualization of Seated Postural Comfort
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Physics-Based Digital Human Model
University: University of Nebraska-Lincoln
Institution: University of Iowa
Optimization-Based Dynamic Human Walking Prediction: One Step Formulation
University: University of Nebraska-Lincoln
Institution: University of Iowa
3D Motion Capture Protocol for Seated Operators in Whole Body Vibration
University: University of Nebraska-Lincoln
Institution: University of Iowa
Dynamic Motion Prediction of 3D Human Locomotion Using Gradient-Based Optimization
University: University of Nebraska-Lincoln
Institution: University of Iowa
Validation Methodology Development for Predicted Posture
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effect of Restrictive Clothing on Balance and Gait Using Motion Capture and Dynamic Analysis
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Comparison of Self-Reported Hearing and Pure Tone Threshold Average in the Iowa Farm Family Health and Hazard Survey
University: University of Nebraska-Lincoln
Institution: University of Iowa
Hearing Loss as a Risk Factor for Agricultural Injuries
University: University of Nebraska-Lincoln
Institution: University of Iowa
Sleep Quantity and Quality as a Predictor of Injuries in a Rural Population
University: University of Nebraska-Lincoln
Institution: University of Iowa
Police Deaths in New York and London During the Twentieth Century
University: University of Nebraska-Lincoln
Institution: University of Iowa
Perceived Risk of Home Fire and Escape Plans in Rural Households
University: University of Nebraska-Lincoln
Institution: University of Iowa
Depressive Symptoms as a Risk Factor for Unintentional Injury: a Cohort in a Rural County
University: University of Nebraska-Lincoln
Institution: University of Iowa
Risk Factors for Rural Residential Fires
University: University of Nebraska-Lincoln
Institution: University of Iowa
Non-Fatal Injuries Among Urban and Rural Residents: The National Health Interview Survey, 1997-2001
University: University of Nebraska-Lincoln
Institution: University of Iowa
Characteristics of Crashes with Farm Equipment that Increase Potential for Injury
University: University of Nebraska-Lincoln
Institution: University of Iowa
Occupational and Non-Occupational Injuries in the United States Army: Focus on Gender
University: University of Nebraska-Lincoln
Institution: University of Iowa
Occupational Injuries Among Workers with Diabetes: the National Health Interview Survey, 1997-2005
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Prospective Analysis of Trash, Brush, and Grass Burning Behaviors
University: University of Nebraska-Lincoln
Institution: University of Iowa
Economic Sanctions, Military Activity, and Road Traffic Crashes in Vojvodina, Serbia
University: University of Nebraska-Lincoln
Institution: University of Iowa
Incidence and Characteristics of School Bus Crashes and Injuries
University: University of Nebraska-Lincoln
Institution: University of Iowa
Accountability and Assessment of Emergency Drill Performance at Schools
University: University of Nebraska-Lincoln
Institution: University of Iowa
Occupational Injuries Among Emergency Medical Service Providers in the Unites States
University: University of Nebraska-Lincoln
Institution: University of Iowa
Flood-Related Work Disruption and Poor Health Outcomes Among University Students
Institution: University of Iowa
Teenage Driver Crash Incidence and Factors Influencing Crash Injury by Rurality
University: University of Nebraska-Lincoln
Institution: University of Iowa
It Wouldn't Hurt to Walk: Promoting Pedestrian Injury Research
Institution: University of Iowa
An Urgent Call to Action in Support of Injury Control Research Centers
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Global Burden of Unintentional Injury and an Agenda for Progress
Institution: University of Iowa
A Probabilistic Sampling Methods (PSM) for Estimating Geographic Distance to Health Services when only the Region of Residence is Known
University: University of Nebraska-Lincoln
Institution: University of Iowa
After the Waters Receded: a Qualitative Study of University Official’s Disaster Experiences During the Great Iowa Flood of 2008
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Association of Road Safety Knowledge and Risk Behavior with Pediatric Road Traffic Injury in Guangzhou, China
University: University of Nebraska-Lincoln
Institution: University of Iowa
Effectiveness, Safety, and Sustainability of a Hand Water Pump Among Women Vegetable Farmers in the Gambia
Institution: University of Iowa
Factors Affecting Charges and Hospital Length of Stay From Teenage Motor Vehicle Crash Hospitalizations
University: University of Nebraska-Lincoln
Institution: University of Iowa
Toward Environments and Policies that Promote Injury-Free Active Living, It Wouldn't Hurt
University: University of Nebraska-Lincoln
Institution: University of Iowa
Family Communication Patterns and Teen Drivers' Attitudes Toward Driving Safety
University: University of Kansas
Institution: University of Iowa
Flood-Related Work Disruption and Poor Health Outcomes Among University Students
University: University of Nebraska-Lincoln
Institution: University of Iowa
Implementation Evaluation of Steering Teens Safe: Engaging Parents to Deliver a New Parent-Based Teen Driving Intervention to Their Teens
University: Missouri University of Science & Technology
Institution: University of Iowa
Healthcare Provider’s Knowledge Attitudes, and Counseling on Injury Prevention for Preschool Children in Croatia
University: University of Nebraska-Lincoln
Institution: University of Iowa
Epidemiology of Injuries to Wildland Firefighters
University: University of Nebraska-Lincoln
Institution: University of Iowa
Characteristics of Workplace Threats Requiring Response from a University Threat Assessment Team
University: Missouri University of Science & Technology
Institution: University of Iowa
Fire Characteristics Associated with Firefighter Injury on Large Federal Wildland Fires
University: University of Nebraska-Lincoln
Institution: University of Iowa
Rural Roadway Safety Perceptions Among Rural Teen Drivers Living In and Outside of Towns
University: University of Nebraska-Lincoln
Institution: University of Iowa
On-Road Bicycle Facilities and Bicycle Crashes in Iowa, 2007-2010
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Best Evidence for Prevention of Alcohol-Related Motor Vehicle Injuries
University: University of Nebraska-Lincoln
Institution: University of Iowa
The Onset of Fluidization of Pure Kaolin Mud
University: University of Missouri
Institution: University of Iowa
Investigating the Role of Clasts on the Movement of Sand over Gravel Bed Rivers
University: University of Missouri
Institution: University of Iowa
Effects of Grade Control Structures on Fish Passage, Biological Assemblages, and Hydraulic Environments in Western Iowa Streams: A Multidisciplinary Review
University: University of Missouri
Institution: University of Iowa
Calibration and Verification of a 2D- Hydrodynamic Model for Simulating Flow around Bendway Weir Structures
University: University of Missouri
Institution: University of Iowa
A 1-D Morphodynamic Model for Rill Erosion
University: University of Nebraska-Lincoln
Institution: University of Iowa
SOM Loss and Soil Quality in the Clear Creek, IA Experimental Watershed
University: University of Missouri
Institution: University of Iowa
Sediment Transport Problems in China: Yangtze River
University: University of Missouri
Institution: University of Iowa
Long-Term Effects of Management Practices on Water-Driven Soil Erosion in an Intense Agricultural Sub-Watershed: Monitoring and Modeling
University: University of Nebraska-Lincoln
Institution: University of Iowa
Evaluation of a Gravel Transport Sensor for Bed Load Measurements in Natural Flows
University: University of Missouri
Institution: University of Iowa
A Bayesian Markov Chain Monte Carlo Un-Mixing Model for Fingerprinting Eroded-Soil from Multiple Land-Uses
University: University of Missouri
Institution: University of Iowa
The Use of Carbon and Nitrogen Isotopes to Study Watershed Erosion Processes
University: University of Nebraska-Lincoln
Institution: University of Iowa
Flow Heterogeneity over a 3D Cluster Microform: a Laboratory and Numerical Investigation
University: University of Missouri
Institution: University of Iowa
An Experimental Investigation of the Parameters Affecting the Erosion Strength of Cohesive Soil Mixtures
University: University of Nebraska-Lincoln
Institution: University of Iowa
Impacts of Transported Background Pollutants on Summertime Western US Air Quality: Model Evaluation, Sensitivity Analysis and Data Assimilation
University: University of Missouri
Institution: University of Iowa
Overview of the LADCO Winter Nitrate Study: Hourly Ammonia, Nitric Acid and PM2.5 Composition at an Urban and Rural Site Pair During PM2.5 Episodes in the U.S. Great Lakes Region
University: University of Missouri
Institution: University of Iowa
Biofuels that Cause Land-Use Change May Have Much Larger Non-GHG Air Quality Emissions than Fossil Fuels
University: University of Missouri
Institution: University of Iowa
An Assessment of Atmospheric Mercury in the Community Multiscale Air Quality (CMAQ) Model at an Urban Site and a Rural Site in the Great Lakes Region of North America
University: University of Missouri
Institution: University of Iowa
Improving Aerosol Distributions Below Clouds by Assimilating Satellite-Retrieved Cloud Droplet Number
University: University of Missouri
Institution: University of Iowa
Estimating the Health Benefits from Natural Gas Use in Transport and Heating in Santiago, Chile
University: University of Missouri
Institution: University of Iowa
Evaluating WRF-Chem Aerosol Indirect Effects in Southeast Pacific Marine Stratocumulus During VOCALS-Rex
University: University of Missouri
Institution: University of Iowa
Air Quality and Exercise-Related Health Benefits from Reduced Car Travel in the Midwestern United States
University: University of Missouri
Institution: University of Iowa
Air Pollution Emissions from Sugarcane Ethanol in Brazil
University: University of Missouri
Institution: University of Iowa
Atmospheric Correction for MASTER Image Data Using Localized Modelled and Observed Meteorology and Trace Gases
University: University of Missouri
Institution: University of Iowa
Abiotic Mechanism for the Formation of Atmospheric Nitrous Oxide from Ammonium Nitrate
University: University of Missouri
Institution: University of Iowa
Multi-Scale Modeling Study of the Source Contributions to Near-Surface Ozone and Sulfur Oxides Levels Over California During the ARCTASCARB Period
University: University of Missouri
Institution: University of Iowa
Impacts of Transported Background Ozone on California Air Quality During the ARCTAS-CARB Period—A Multi-Scale Modeling Study
University: University of Missouri
Institution: University of Iowa
Seasonality of Speciated Aerosol Transport Over the Great Lakes Region
University: University of Missouri
Institution: University of Iowa
Mobile Source CO2 Mitigation Through Smart Growth Development and Vehicle Fleet Hybridization
University: University of Nebraska-Lincoln
Institution: University of Iowa
Change in Ozone Air Pollution Over Chicago Associated with Global Climate Change
University: University of Missouri
Institution: University of Iowa
Impact of Global Emissions on Regional Air Quality in Asia
University: University of Nebraska-Lincoln
Institution: University of Iowa
Is Compact Growth Good for Air Quality
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Comparison of Statistical and Dynamical Downscaling for Surface Temperature in North America
University: University of Missouri
Institution: University of Iowa
Atmospheric Transport of Anthropogenic Oxidized Sulfur Over the Southeast Pacific During VOCALS Rex
University: University of Nebraska-Lincoln
Institution: University of Iowa
Transportation Cost Changes with Statewide School District Consolidation
University: University of Nebraska-Lincoln
Institution: University of Iowa
A Multiagent Simulation Model for the Study of Planning Behaviors
University: University of Nebraska-Lincoln
Institution: University of Iowa
Mileage-Based Road User Charges
University: University of Missouri
Institution: University of Iowa
Making Fair and Predictable Salary Adjustments for Faculty of Public Research Universities
University: University of Missouri
Institution: University of Iowa
Effects of Economic Recessions on Traffic Fatalities
University: University of Nebraska-Lincoln
Institution: University of Iowa
Identification of Self-Selection Bias in National Crash Database and Its Impact on Crash Estimate
University: University of Missouri
Institution: University of Iowa
National Evaluation of Mileage-Based Road User Charge: Initial Results
University: University of Nebraska-Lincoln
Institution: University of Iowa
National Evaluation of a New Approach to Assessing Road User Charges: Applications to Metropolitan Planning Organization Long-term Planning
University: University of Nebraska-Lincoln
Institution: University of Iowa
Modeling Future Transportation Revenue
University: University of Nebraska-Lincoln
Institution: University of Iowa
Transportation Finance Alternatives
University: University of Nebraska-Lincoln
Institution: University of Iowa
Lessons Being Learned from the National VMT Demonstration Project
University: University of Nebraska-Lincoln
Institution: University of Iowa
Transition of Temporary Concrete Barrier
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Development of Universal Breakaway Steel Post for Bullnose Median Barrier
University: University of Kansas
Institution: University of Nebraska-Lincoln
Development and Implementation of the Simplified MGS Stiffness Transition
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Head Ejection During Barrier Impacts
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Existing Work-Zone Sign Supports Using Manual for Assessing Safety Hardware Safety Performance Criteria
University: University of Kansas
Institution: University of Nebraska-Lincoln
Evaluating the Cost-Effectiveness of Roadside Culvert Treatments
University: University of Kansas
Institution: University of Nebraska-Lincoln
Termination and Anchorage of Temporary Concrete Barrier
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Design and Testing of Two Bridge Railings for Transverse, Nail-Laminated, Timber Deck Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Non-Blocked, Midwest Guardrail System for Wire-Faced
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Development of a Low-Cost, Energy-Absorbing, Bridge Rail
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
A New TL-2 Rough Stone Masonry Guardwall
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
High-Performance Aesthetic Bridge Rail and Median Barrier
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Midwest Guardrail System with Round Timber Posts
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Inertial Effects During Impact Testing
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Impact Performance of W-Beam Guardrail Installed at Various Flare Rates
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Midwest Guardrail System Adjacent to a 2:1 Slope
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Safety Grates for Cross Drainage Culverts
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Deck-Mounted Steel Post Barrier System
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Development of the Midwest Guardrail System (MGS) W-Beam to Thrie Beam Transition
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Midwest Guardrail System for Long Span Culvert Applications
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Performance of Steel-Post W-Beam Guardrail Systems
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Crash Protection of Stock Car Racing Drivers - Application of Biomedical Analysis of Indy Car Crash Research
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
A Test Level 4 Noise Wall for Attachment to Concrete Traffic Barriers
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Tie-Downs and Transitions for Temporary Concrete Barriers
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Cost-Effective Safety Treatment of Trees on Low-Volume Roads
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Termination and Transition of Temporary Concrete Barrier
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Investigating the Use of Small-Diameter Softwood as Guardrail Posts
University: University of Iowa
Institution: University of Nebraska-Lincoln
Guardrail Flare Rates
Institution: University of Nebraska-Lincoln
Development and Testing of the SAFER Barrier - Version 2, SAFER Barrier Gate, and Alternative Backup Structure
University: University of Iowa
Institution: University of Nebraska-Lincoln
Midwest Guardrail System Without Blockouts
University: University of Iowa
Institution: University of Nebraska-Lincoln
Development and Implementation of the Simplified MGS Stiffness Transition
University: University of Iowa
Institution: University of Nebraska-Lincoln
Development of Universal Breakaway Steel Post for Bullnose Median Barrier
University: University of Missouri
Institution: University of Nebraska-Lincoln
Development of a Low-Cost, Energy-Absorbing, Bridge Rail
University: University of Missouri
Institution: University of Nebraska-Lincoln
Design and Testing of Two Bridge Railings for Transverse, Nail-Laminated, Timber Deck Bridges
University: University of Missouri
Institution: University of Nebraska-Lincoln
Non-Blocked, Midwest Guardrail System for Wire-Faced, MSE Walls
University: University of Missouri
Institution: University of Nebraska-Lincoln
A New TL-2 Rough Stone Masonry Guardwall
University: University of Missouri
Institution: University of Nebraska-Lincoln
Termination and Transition of Temporary Concrete Barrier
University: University of Missouri
Institution: University of Nebraska-Lincoln
A Test Level 4 Noise Wall for Attachment to Concrete Traffic Barriers
University: University of Missouri
Institution: University of Nebraska-Lincoln
Tie-Downs and Transitions for Temporary Concrete Barriers
University: University of Missouri
Institution: University of Nebraska-Lincoln
A shallow Flat Soffit Precast Floor System: A Comparative Construction Analysis
University: University of Missouri
Institution: University of Nebraska-Lincoln
Developing Deterioration Models for Life-Cycle Cost Analysis of Nebraska Bridges
University: University of Missouri
Institution: University of Nebraska-Lincoln
Mechanical and Bond Properties of 18 mm (0.7) Diameter Prestressing Strands
University: University of Missouri
Institution: University of Nebraska-Lincoln
Bottom Flange Confinement Reinforcement in Precast Prestressed Concrete Bridge Girders
University: University of Missouri
Institution: University of Nebraska-Lincoln
Concrete-Filled Steel Tubular Tied Arch Bridge System: Application to Columbus Viaduct
University: University of Missouri
Institution: University of Nebraska-Lincoln
Construction Quality Assurance Using Ground Penetrating Radar
University: University of Missouri
Institution: University of Nebraska-Lincoln
Design, Detailing, and Testing of Non-Post-Tensioned Transverse Connections in Adjacent Box Girder Bridges
University: University of Missouri
Institution: University of Nebraska-Lincoln
Use of 0.7 in. Diameter Strands in Precast/ Prestressed Bridge Girders
University: University of Missouri
Institution: University of Nebraska-Lincoln
Shear Capacity of Welded Wire Reinforcement in Precast/ Prestressed Ultra-High Performance Concrete Girders
University: University of Missouri
Institution: University of Nebraska-Lincoln
Transfer and Development Length of 0.7 in. Diameter Strands in Pretensioned Concrete Bridge Girders
University: University of Missouri
Institution: University of Nebraska-Lincoln
Inspection of Insulated Concrete Form Walls Using Ground Penetrating Radar
University: University of Missouri
Institution: University of Nebraska-Lincoln
Structural Evaluation of FRP Sandwich Panels for Bridge Decks
University: University of Missouri
Institution: University of Nebraska-Lincoln
An Integrated System for Bridge Management Using Probabilistic and Mechanistic Deterioration Models: Application to Bridge Deck
University: University of Missouri
Institution: University of Nebraska-Lincoln
Accuracy of Ground Penetrating Radar for Concrete Pavement Thickness Measurement
University: University of Missouri
Institution: University of Nebraska-Lincoln
Shear Capacity of Welded Wire Reinforced Ultra-High Performance Concrete Girders
University: University of Missouri
Institution: University of Nebraska-Lincoln
Effect of Class C Fly Ash on Controlling Alkali Silica Reaction in Concrete Pavement
University: University of Missouri
Institution: University of Nebraska-Lincoln
Performance Evaluation of Conservatories under Wind and Snow Loads
University: University of Missouri
Institution: University of Nebraska-Lincoln
Transverse Post-Tensioning Design and Detailing of Precast Prestressed Adjacent Box Beam Bridges
University: University of Missouri
Institution: University of Nebraska-Lincoln
Pareto Analysis for Multi-Criteria Optimization of Bridge Preservation Decisions
University: University of Missouri
Institution: University of Nebraska-Lincoln
Integration of Stochastic Deterioration Models with Multi-Objective Decision Theory for Maintenance Optimization of Bridge Decks
University: University of Missouri
Institution: University of Nebraska-Lincoln
Discussion on Bridge Management and Non-Destructive Evaluation
University: University of Missouri
Institution: University of Nebraska-Lincoln
Performance Prediction of Bridge Deck Systems Using Markov Chains
University: University of Missouri
Institution: University of Nebraska-Lincoln
THiN Wall Energy Efficient Composite Wall System and Applications
University: University of Missouri
Institution: University of Nebraska-Lincoln
Comparison of Predictive Models for Self-Consolidating Concrete Formwork Pressure
University: University of Missouri
Institution: University of Nebraska-Lincoln
Self-Consolidating Concrete for Cast-in-Place Bridge Components
University: University of Missouri
Institution: University of Nebraska-Lincoln
Prestressed Concrete Wind Turbine Supporting System
University: University of Missouri
Institution: University of Nebraska-Lincoln
Transverse Reinforcement Requirement for Load Bearing Wall Panel with Large Openings
University: University of Missouri
Institution: University of Nebraska-Lincoln
Insulated Precast Concrete Panels for Structure Requiring Drywall Finish
University: University of Missouri
Institution: University of Nebraska-Lincoln
Developing Deterioration Models for Life-Cycle Cost Analysis of Nebraska Bridges
University: University of Missouri
Institution: University of Nebraska-Lincoln
Virtual Interactive Construction Education (VICE): A Project-Based Pedagogical Model Using Cyber-infrastructure Tools
University: University of Missouri
Institution: University of Nebraska-Lincoln
Design, Detailing, and Testing of Cladding Panels Using GFRP Ties
University: Iowa State University
Institution: University of Nebraska-Lincoln
Design and Testing of Tornado-Resistant Precast/Prestressed Concrete Sandwich Panels with GFRP Ties
University: Iowa State University
Institution: University of Nebraska-Lincoln
Precast Concrete Sandwich Panels for Floor and Roof Applications
University: Iowa State University
Institution: University of Nebraska-Lincoln
Job-Built Insulated Concrete Form (ICF) for Building Construction
University: Iowa State University
Institution: University of Nebraska-Lincoln
Construction of Shallow Flat Soffit Precast Floor System
University: Iowa State University
Institution: University of Nebraska-Lincoln
Construction Challenges of Cast-in-Place Self-Consolidating Concrete
University: Iowa State University
Institution: University of Nebraska-Lincoln
Evaluating the Bond of 0.7 in. Diameter Prestressing Stands for Concrete Bridge Girders
University: Iowa State University
Institution: University of Nebraska-Lincoln
BIM-driven Economic Analysis for Zero Net Energy Test Home
University: Iowa State University
Institution: University of Nebraska-Lincoln
Columbus Viaduct on US Hwy 30 in Platte County Nebraska
University: Iowa State University
Institution: University of Nebraska-Lincoln
Optimized NU Sandwich System for Energy, Composite Action, and Production Efficiency
University: Iowa State University
Institution: University of Nebraska-Lincoln
Shallow Flat Soffit Precast Concrete Floor System
University: Iowa State University
Institution: University of Nebraska-Lincoln
Design and Detailing of Diaphragms in Threaded Rod Continuity Systems
University: Iowa State University
Institution: University of Nebraska-Lincoln
Bottom Flange Reinforcement of Precast Prestressed Concrete Bridge I-Girder
University: Iowa State University
Institution: University of Nebraska-Lincoln
Non-Post-Tensioned Transverse Connections for Adjacent Box Beam Bridges
University: Iowa State University
Institution: University of Nebraska-Lincoln
Design Aids of Nebraska (NU) Precast/Prestressed Concrete I-Girder Bridges
University: Iowa State University
Institution: University of Nebraska-Lincoln
Ultra-High-Performance Concrete in Standard Precast/Prestressed Concrete Products
University: Iowa State University
Institution: University of Nebraska-Lincoln
Transfer and Development of 0.7 inch Strands in Precast/Prestressed Concrete Bridge Girders
University: Iowa State University
Institution: University of Nebraska-Lincoln
Effect of NU-Tie Distribution on the Composite Action of Precast/Prestressed Concrete Sandwich Panels
University: Iowa State University
Institution: University of Nebraska-Lincoln
Continuous Precast/Prestressed Concrete Shallow Floor System
University: Iowa State University
Institution: University of Nebraska-Lincoln
Use of Ground Penetrating Radar for Accurate Concrete Thickness Measurements
University: Iowa State University
Institution: University of Nebraska-Lincoln
Development of Self-Consolidating Concrete for Bridge Construction and Repairs
University: Iowa State University
Institution: University of Nebraska-Lincoln
Standardized Precast Prestressed Concrete Panels for Bridge Decks
University: Iowa State University
Institution: University of Nebraska-Lincoln
Forensic Investigation of a Bridge Construction Scaffolding Collapse
University: Iowa State University
Institution: University of Nebraska-Lincoln
Development of SCC Procedures for On-Site Bridge Applications
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Transverse Design and Detailing of Adjacent Box Beam Bridges
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Probabilistic and Mechanistic Deterioration Models for Bridge Management
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Reliability Analysis of NU Girders Designed Using AASHTO LRFD
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Remote Assessment of FRP Bridge Deck System Using Wireless Sensors
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Pareto Analysis for Multi-Criteria Optimization of Bridge Preservation Decisions
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Maintenance Management of Bridge Decks Using Stochastic Deterioration Models And Multi-Criteria Optimization
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Computer-Aided Geometric Design of Highway Bridges
Institution: University of Nebraska-Lincoln
Stochastic Modeling of Infrastructure Deterioration: An Application to Concrete Bridge Decks
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Service Life Prediction of Low-Slope Roofing Systems in Building
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Review of the State-of-the-Art Bridge Management Systems in North America
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
The Impact of Removing Centerline Barriers from Highway-Rail Grade Crossings on Drivers’ Violations
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Pedestrian and Bicyclist Violations at Highway-Rail Grade Crossings
University: University of Nebraska-Lincoln
Institution: University of Nebraska-Lincoln
Comparison of Driver Behavior at Highway-Railroad Crossings in Two Cities
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Safety Effectiveness of Offsetting Opposing Left-Turn Lanes: a Case Study
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Driver Characteristics Associated with Correct Roundabout Negotiation
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Gate Rushing at Highway-Railroad Grade Crossings: Drivers’ Response to a Centerline Barrier
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Reducing Undesirable Motor Vehicle Driver Actions at Railroad-Highway Grade Crossings
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Gate Violations by Truck Drivers at Highway-Rail Grade Crossings
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Impact of Education on Non-Motorists’ Gate Violations at Highway-Rail Grade Crossings
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Severity of Pedestrian Crashes at Highway-Rail Grade Crossings
University: Missouri University of Science & Technology
Institution: University of Nebraska-Lincoln
Implications of Using Annual Average Daily Traffic in Highway-Rail Grade Crossing Safety Models
Institution: University of Nebraska-Lincoln
The Impact of Microscopic Factors in Evaluating the Effects of Pedestrian Countdown Timers on Pedestrian Decisions
University: University of Iowa
Institution: University of Nebraska-Lincoln
Long-Term Safety Impact of Median Barriers at Highway-Railroad Grade Crossings
University: University of Iowa
Institution: University of Nebraska-Lincoln
Drivers of Specialty Vehicles and Roundabout Negotiation
University: University of Iowa
Institution: University of Nebraska-Lincoln
Highway-Rail Grade Crossing Test Bed System at University of Nebraska-Lincoln
University: University of Iowa
Institution: University of Nebraska-Lincoln
Gate Rushing at Highway-Railroad Grade Crossings: Drivers’ Response to a Centerline Barrier
University: University of Iowa
Institution: University of Nebraska-Lincoln
Driver Characteristics Associated with Correct Roundabout Negotiation
University: University of Iowa
Institution: University of Nebraska-Lincoln
Centerline Curbing Treatment at Railroad Crossings for Improved Safety
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reducing Undesirable Motor Vehicle Driver Actions at Railroad-Highway Grade Crossings
University: University of Iowa
Institution: University of Nebraska-Lincoln
Crash Analysis of Expressway Intersections in Nebraska
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability of Structures
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Analysis of Structures and Basic Probability Theory, in Structural Analysis
University: University of Iowa
Institution: University of Nebraska-Lincoln
Uncertainties in the Building Process
University: University of Iowa
Institution: University of Nebraska-Lincoln
Resistance Model of Lightweight Concrete Members
University: University of Iowa
Institution: University of Nebraska-Lincoln
Proposed Load Combination Factors for Bridges with High Dead-to-live Load Ratios
University: University of Iowa
Institution: University of Nebraska-Lincoln
Revised Statistical Resistance Models for R/C Structural Components
University: University of Iowa
Institution: University of Nebraska-Lincoln
Statistical Model for Compressive Strength of Lightweight Concrete
University: University of Iowa
Institution: University of Nebraska-Lincoln
American Codes, Standards and Specifications
University: University of Iowa
Institution: University of Nebraska-Lincoln
Fatigue Truck Loading
University: University of Iowa
Institution: University of Nebraska-Lincoln
The Development of Live Load for Long Span Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Models for Shear in Reinforced Concrete Beams
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Analysis of Plank Decks
University: University of Iowa
Institution: University of Nebraska-Lincoln
Calibration Concepts for Load and Resistance Factor Design (LRFD) of Reinforced Soil Walls
University: University of Iowa
Institution: University of Nebraska-Lincoln
Shear Resistance of Reinforced Concrete Beams without Web Reinforcement
University: University of Iowa
Institution: University of Nebraska-Lincoln
Time-Variant Reliability Profiles for Steel Girder Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Assessment for Evaluation of Steel Girder Brides
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability-Based Calibration of Design Code for Concrete Structures
University: University of Iowa
Institution: University of Nebraska-Lincoln
Development of Live Load Models for Highway Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability of Prestressed Concrete Girders
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
WIM-Based Live Load Models for Highway Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Resistance Factors for Shear Capacity of Ordinary and Lightweight R/C and P/C Beams
University: University of Iowa
Institution: University of Nebraska-Lincoln
WIM-Based Simulation Model of Site-Specific Live Load Effect on Bridges
University: Kansas State University
Institution: University of Nebraska-Lincoln
WIM-Based Live Load for Bridges
University: Kansas State University
Institution: University of Nebraska-Lincoln
Live Load Model for Pedestrian Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Model for Shear Strength of Lightweight Concrete Beams
University: University of Iowa
Institution: University of Nebraska-Lincoln
Target Reliability for New, Existing and Historical Structures
University: University of Iowa
Institution: University of Nebraska-Lincoln
Critical Truck Load for Fatigue Failures
University: University of Iowa
Institution: University of Nebraska-Lincoln
Fatigue Load Spectra for Highway Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Self-Consolidating Concrete for On-Site Applications
University: University of Iowa
Institution: University of Nebraska-Lincoln
Resistance Model for Compressive Strength of Lightweight Concrete
University: University of Iowa
Institution: University of Nebraska-Lincoln
Diagnostic Procedures for Assessment of Structures
University: University of Iowa
Institution: University of Nebraska-Lincoln
Proposal for Modification of Load and Resistance Factors in the AASHTO LRFD Bridge Design Code
University: University of Iowa
Institution: University of Nebraska-Lincoln
Design Live Load for Long Span Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Live Load Models Based on Weigh-in-Motion Data
University: University of Iowa
Institution: University of Nebraska-Lincoln
Statistical Parameters for Compressive Strength of Light-Weight Concrete
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Model for Bridges with Light-Weight SCC
University: University of Iowa
Institution: University of Nebraska-Lincoln
Reliability Model and Calibration of Current Provisions for Shear in R/C Beams
University: University of Iowa
Institution: University of Nebraska-Lincoln
Live Load for Long Span Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Live Load for Long Span Bridges
University: University of Iowa
Institution: University of Nebraska-Lincoln
Traffic Induced Dynamic Loads on Continuous Steel Girder Bridges
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
Extreme Pedestrian Loads
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
Limit States: Strength or Serviceability
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
Loads and Extreme Event Models for Bridges
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
Development of Truck Weight Limits for Concrete Bridges Using Reliability Theory
University: Prairie View A&M University
Institution: University of Nebraska-Lincoln
Verification of Girder Distribution Factors and Dynamic Load Factors by Field Testing
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability of Concrete Beams
University: Kansas State University
Institution: University of Nebraska-Lincoln
Bridge Diagnostics Using Field Testing
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability of Steel Beams and Connections
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability Analysis of Bridge Elements Made with Recycled Aggregates Concretes
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability Analysis for Bridge Piles
University: Kansas State University
Institution: University of Nebraska-Lincoln
Development of SCC Procedures for On-Site Bridge Applications
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability Analysis of Prestressed Bridge Girders: Comparison of Chinese Codes (1989), (2004), and AASHTO LRFD Specifications (2005)
University: Kansas State University
Institution: University of Nebraska-Lincoln
Self-Consolidating Concrete for On-site Bridge Applications Institution of Civil Engineers
University: Kansas State University
Institution: University of Nebraska-Lincoln
Risk Analysis and Reliability Assessment for Structures
University: Kansas State University
Institution: University of Nebraska-Lincoln
Reliability Analysis of a Suspension Bridge System Affected by Stress Corrosion Crack Propagation in a Main Cable
University: Kansas State University
Institution: University of Nebraska-Lincoln
Resistance Models for Concrete Beams and Slabs Based on New Material Test Data
University: Kansas State University
Institution: University of Nebraska-Lincoln
System Reliability Models for Steel Girder Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability Analysis for Deflection of Steel Girder Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Lifetime Reliability Profiles for Evaluation of Corroded Steel Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability Analysis of Corroded Steel Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
System Reliability Assessment of Steel Girder Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Validation of Code-Specified Girder Distribution for Continuous Steel Girder Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability Models for Plank Decks
University: University of Kansas
Institution: University of Nebraska-Lincoln
Development of a US/Midwest Specific Self-Consolidating Concrete for Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Evaluation of Bridges by Field Testing and Analysis
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability Analysis for Deflection of Composite Girder Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability-Based Calibration of Design Code for Concrete Structures
University: University of Kansas
Institution: University of Nebraska-Lincoln
Safety Effectiveness of Offsetting Opposing Left Turn Lanes: a Case Study
Institution: University of Nebraska-Lincoln
Safety Effect of Dilemma-Zone Protection Using Actuated Advance Warning Systems
University: University of Kansas
Institution: University of Nebraska-Lincoln
Assessing the Impact of New Rules of Cost Planning on Building Information Model (BIM) Schema Pertinent to Quantity Surveying Practice
University: University of Kansas
Institution: University of Nebraska-Lincoln
Cost Optimization Techniques for Sustainable Buildings: Analysis Beyond Energy Performance Certificates
University: University of Kansas
Institution: University of Nebraska-Lincoln
Developing a State-Wide Traffic Micro-Simulation Model: Issues and Challenges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Effectiveness of Combined Advance Detection and Advance Warning Flashers
University: University of Kansas
Institution: University of Nebraska-Lincoln
Multivariate Analysis of HOT Lane Usage in Houston
University: University of Kansas
Institution: University of Nebraska-Lincoln
Disaggregate and Aggregate Analysis of Non-Intrusive Sensor Data
University: University of Kansas
Institution: University of Nebraska-Lincoln
Safety Effectiveness of Actuated Advance Warning Systems
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Performance of Transitional Preemption Strategy for Traffic Signal Near At-Grade Railway Grade Crossing
University: University of Kansas
Institution: University of Nebraska-Lincoln
Safety Effectiveness of Offsetting Opposing Left-Turn Lanes: a Case Study.
University: University of Kansas
Institution: University of Nebraska-Lincoln
An Improved Flow-Based Travel Time Estimation Method from Point Detector Data for Freeways
University: University of Kansas
Institution: University of Nebraska-Lincoln
Identifying Optimal Data Aggregation Interval Sizes for Link and Corridor Travel Time Estimation and Forecasting
University: University of Kansas
Institution: University of Nebraska-Lincoln
A MCMC-Based OD Matrix Estimator That Is Robust to Imperfect ITS Data
University: University of Kansas
Institution: University of Nebraska-Lincoln
An Improved Traffic Signal Preemption Strategy for Signalized Intersections near At-Grade Railway Grade Crossing
University: University of Kansas
Institution: University of Nebraska-Lincoln
A Class of Multi-Criteria Shortest Problems for Real-Time In-Vehicle Routing
University: University of Kansas
Institution: University of Nebraska-Lincoln
Algoritmo genético para calibração automática de um modelo de simulação de tráfego em rodovias de pista simples
University: University of Kansas
Institution: University of Nebraska-Lincoln
Modeling Signalized Intersections Near Highway-Railroad Grade Crossings: Sensitivity Analyses of Key Design Parameters
University: University of Kansas
Institution: University of Nebraska-Lincoln
System Wide Data Quality Control of Inductance Loop Data Using Nonlinear Optimization
University: University of Kansas
Institution: University of Nebraska-Lincoln
Heuristic Shortest Path Algorithms for Transportation Applications: State of the Art
University: University of Kansas
Institution: University of Nebraska-Lincoln
Transportation Corridor Decision Making with Multi-Attribute Utility Theory
Institution: University of Nebraska-Lincoln
Transportation Statistics and Microsimulation
University: University of Kansas
Institution: University of Nebraska-Lincoln
A Methodology for Comparing Non- Intrusive Traffic Detectors Under Different Operating Conditions
University: University of Kansas
Institution: University of Nebraska-Lincoln
Developing a State-Wide Traffic Micro-Simulation Model: Issues and Challenges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Effectiveness of Combined Advance Detection and Advance Warning Flashers
University: University of Kansas
Institution: University of Nebraska-Lincoln
Joint Estimation of Dynamic Origin-Destination Matrices and Calibration of Micro-simulation Models Using Aggregate Intersection Turn-Count Data
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Performance of Transitional Preemption Strategy for Traffic Signal near At-Grade Railway Grade Crossing
University: University of Kansas
Institution: University of Nebraska-Lincoln
Highway-Rail Grade Crossing Test Bed System at University of Nebraska, Lincoln
University: University of Kansas
Institution: University of Nebraska-Lincoln
An Overview of the ITS Research and Test Facilities at the University of Nebraska-Lincoln
University: University of Kansas
Institution: University of Nebraska-Lincoln
Calibrating Traffic Micro-simulation Models to Reflect the Impacts of Commercial Motor Vehicles
University: University of Kansas
Institution: University of Nebraska-Lincoln
A Gapped Bootstrap Approach to Modeling Uncertainties in OD Estimation
University: University of Kansas
Institution: University of Nebraska-Lincoln
Microsimulation Analysis of Highway-Railway Grade Crossings: A Case Study in Lincoln, Nebraska
University: University of Kansas
Institution: University of Nebraska-Lincoln
The University of Nebraska-Lincoln Highway-Rail Grade Crossing Test Bed
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Aggregated and Disaggregated Traffic Data Obtained from Nonintrusive Traffic Detection Sensors
University: University of Kansas
Institution: University of Nebraska-Lincoln
Simultaneous Calibration of Microscopic Traffic Simulation Model and Origin-Destination Matrix
University: University of Kansas
Institution: University of Nebraska-Lincoln
Support Vector Machine Technique for the Short Term Prediction of Travel Time
University: University of Kansas
Institution: University of Nebraska-Lincoln
Automatic Calibration of Two-Lane Highway Traffic Simulation Models Using a Genetic Algorithm
University: University of Kansas
Institution: University of Nebraska-Lincoln
Performance Measure Definitions Using Micro-Simulation Based techniques
University: University of Kansas
Institution: University of Nebraska-Lincoln
Optimal Advance Detector Location for Green Termination Systems on High-speed Isolated Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Impact of Signal Timing Information on Safety and Efficiency of Signalized Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Role of Information on Probability of Traffic Conflict on the Onset of Yellow
University: University of Kansas
Institution: University of Nebraska-Lincoln
Improving Safety and Mobility at High Speed Intersections with Innovations in Sensor Technology
University: University of Kansas
Institution: University of Nebraska-Lincoln
Estimating Dilemma Zone Hazard Function at High Speed Isolated Intersection
University: University of Kansas
Institution: University of Nebraska-Lincoln
Effect of Phase Countdown Timers on Queue Discharge Characteristics Under Heterogeneous Traffic Conditions
University: University of Kansas
Institution: University of Nebraska-Lincoln
Recasting Dilemma Zone Design as a Marginal Cost and Benefit Problem
University: University of Kansas
Institution: University of Nebraska-Lincoln
Input-Output and Hybrid Techniques for the Real Time Prediction of Delay and Maximum Queue Length at a Signalized Intersection
University: University of Kansas
Institution: University of Nebraska-Lincoln
Event Based Data Collection for Generating Actuated Controller Performance Measures
University: University of Kansas
Institution: University of Nebraska-Lincoln
A Pilot Study on Real-Time Calculation of Arrival Type for Assessment of Arterial Performance
University: University of Kansas
Institution: University of Nebraska-Lincoln
Limitations of Simultaneous Gap Out Logic
University: University of Kansas
Institution: University of Nebraska-Lincoln
Multi-Objective Plan Selection Optimization for Traffic Responsive Control
University: University of Kansas
Institution: University of Nebraska-Lincoln
Stress during Driving for Novice Truck Drivers
University: University of Kansas
Institution: University of Nebraska-Lincoln
Evaluation of Effectiveness of Speed Limit Reductions at High-speed Intersections with Advance Warning Flasher
University: University of Kansas
Institution: University of Nebraska-Lincoln
Simulator Study of the Effects of a Windmill Power Source on Drivers at the Signalized Intersection
University: University of Kansas
Institution: University of Nebraska-Lincoln
Performance Comparison of A Radar Based Traffic Sensor- Smartsensor HD for Indian and American Traffic Conditions
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Vehicular Tailpipe Emissions under Heterogeneous Traffic Conditions
University: University of Kansas
Institution: University of Nebraska-Lincoln
Costs and Benefits Analysis of Providing Battery Backup at a High Speed Signalized Intersection
University: University of Kansas
Institution: University of Nebraska-Lincoln
The Impact of Microscopic Factors in Evaluating the Effects of Pedestrian Countdown Timers on Pedestrian Decisions
Institution: University of Nebraska-Lincoln
Optimal Advance Detector Location for Green Termination Systems on High-speed Isolated Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Evaluation of Physiological Impact of Sight Distance Design of Stop Sign Intersection
University: University of Kansas
Institution: University of Nebraska-Lincoln
Implications of Using Annual Average Daily Traffic in Highway-Rail Grade Crossing Safety Models
University: University of Kansas
Institution: University of Nebraska-Lincoln
Wide Area Detection for Reducing Dilemma Zone Incursions at Isolated High Speed Intersections: Opportunities and Challenges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Comparison of Theoretical and Observation Based Probability of Conflict Curves
University: Kansas State University
Institution: University of Nebraska-Lincoln
Wind/Solar Hybrid Generation-Based Roadway Microgrids
University: University of Kansas
Institution: University of Nebraska-Lincoln
Impact of Inclement Weather on Dilemma Zone Boundaries
University: University of Kansas
Institution: University of Nebraska-Lincoln
Red Light Violation Characteristics Under Heterogeneous Traffic Conditions: With and Without Countdown timers
University: University of Kansas
Institution: University of Nebraska-Lincoln
Performance Requirement and Evaluation Procedures for Advance Wide Area Detector
University: University of Kansas
Institution: University of Nebraska-Lincoln
Field Evaluation of Alternative Real-time Methods for Estimating Approach Delay at Signalized Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Improved ITS Sensors for Reducing Dilemma Zone Incursions at Isolated High Speed Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Detection of Inclement Weather Conditions at a Signalized Intersection Using Video Image Processing Algorithm
University: University of Kansas
Institution: University of Nebraska-Lincoln
Stochastic Algorithm for Improved Operations at Isolated High Speed Intersections
University: University of Kansas
Institution: University of Nebraska-Lincoln
Resistance Model of Lightweight Concrete Members
University: University of Kansas
Institution: University of Nebraska-Lincoln
Revised Statistica l Resistance Models for R/C Structural Component's
University: University of Kansas
Institution: University of Nebraska-Lincoln
Statistical Model for Compressive Strength of Lightweight Concrete
University: University of Kansas
Institution: University of Nebraska-Lincoln
American Codes, Standards and Specifications
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability-Based Calibration of Design Code for Concrete Structures
University: University of Kansas
Institution: University of Nebraska-Lincoln
Resistance Factors for Shear Capacity of Ordinary and Lightweight R/C Beams
Institution: University of Nebraska-Lincoln
Reliability of Prestressed Concrete Girders
University: University of Kansas
Institution: University of Nebraska-Lincoln
Identification of Critical Parameters that Affect Safety of Railway Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Live Load Model for Pedestrian Bridges
University: University of Kansas
Institution: University of Nebraska-Lincoln
Reliability Model for Shear Strength of Lightweight Concrete Beams
University: University of Kansas
Institution: University of Nebraska-Lincoln
Diagnostic Procedures for Assessment of Structures
University: University of Kansas
Institution: University of Nebraska-Lincoln
Resistance Model for Compressive Strength of Lightweight Concrete
University: University of Kansas
Institution: University of Nebraska-Lincoln
Statistical Parameters for Compressive Strength of Lightweight Concrete
University: University of Kansas
Institution: University of Nebraska-Lincoln
Analysis of Extreme Pedestrian Load
University: University of Kansas
Institution: University of Nebraska-Lincoln
Development of the Universal Breakaway Steel Post for the Bullnose Median Barrier
University: University of Kansas
Institution: University of Nebraska-Lincoln
Development of a Wire Rope Model for Cable Guardrail Simulation
University: University of Kansas
Institution: University of Nebraska-Lincoln
Development of a Low-Cost, Energy-Absorbing Bridge Rail
University: University of Kansas
Institution: University of Nebraska-Lincoln
Design and Testing of Two Bridge Railings for Transverse, Nail-Laminated Timber Deck Bridges
University: Clemson University
Institution: University of Nebraska-Lincoln
Non-Blocked Midwest Guardrail System for Wire-Faced Walls of Mechanically Stabilized Earth
University: Kansas State University
Institution: University of Nebraska-Lincoln
Transition of Temporary Concrete Barrier
University: Kansas State University
Institution: University of Nebraska-Lincoln
Termination and Anchorage of Temporary Concrete Barrier
University: Kansas State University
Institution: University of Nebraska-Lincoln
New Test Level 2 Rough Stone Masonry Guardwall
University: Kansas State University
Institution: University of Nebraska-Lincoln
Impact Performance of W-beam Guardrail Installed at Various Flare Rates
University: Kansas State University
Institution: University of Nebraska-Lincoln
Approach Slopes for Midwest Guardrail System
University: Kansas State University
Institution: University of Nebraska-Lincoln
The Development of a Material Model and Wheel-Tissue Interaction for Simulating Wheeled Surgical Robot Mobility
University: Kansas State University
Institution: University of Nebraska-Lincoln
Midwest Guardrail System with Round Timber Posts
Institution: University of Nebraska-Lincoln
Inertial Effects During Impact Testing
University: Kansas State University
Institution: University of Nebraska-Lincoln
Safety Grates for Cross Drainage Culverts
University: Kansas State University
Institution: University of Nebraska-Lincoln
Trailer Truck-Mounted Attenuator
University: Kansas State University
Institution: University of Nebraska-Lincoln
Midwest Guardrail System W-Beam-to-Thrie-Beam Transition
University: Kansas State University
Institution: University of Nebraska-Lincoln
Performance of Steel-Post, W-Beam Guardrail Systems
University: Kansas State University
Institution: University of Nebraska-Lincoln
Midwest Guardrail System for Long Span Culvert Applications
University: Kansas State University
Institution: University of Nebraska-Lincoln
Detailed Tire Modeling for Crash Applications
University: Kansas State University
Institution: University of Nebraska-Lincoln
Deck-Mounted Steel Post Barrier System
University: Kansas State University
Institution: University of Nebraska-Lincoln
Analyzing Guardrail System Crash Behavior in Cyprus
University: Kansas State University
Institution: University of Nebraska-Lincoln
Tie-Downs and Transitions for Temporary Concrete Barriers
Institution: University of Nebraska-Lincoln
Reconstruction Techniques for Energy-Absorbing Guardrail End Terminals
University: Kansas State University
Institution: University of Nebraska-Lincoln
Correlation Between Crash Severity and Embankment Geometry
University: Kansas State University
Institution: University of Nebraska-Lincoln
Numerical Investigation of the Performance of a Roadside Safety Barrier Located Behind the Break Point of a Slope
University: Kansas State University
Institution: University of Nebraska-Lincoln
Termination and Transition of Temporary Concrete Barriers
Institution: University of Nebraska-Lincoln
Investigating Mass Scaling in Vehicle Crashworthiness
Institution: University of Nebraska-Lincoln
Interaction Between Single Unit Trucks and Concrete Barriers in High Speed Impacts
Institution: University of Nebraska-Lincoln
Guardrail Flare Rates
Institution: University of Nebraska-Lincoln
Development and Testing of the SAFER Barrier - Version 2
Institution: University of Nebraska-Lincoln
Small-Diameter Roundwood, Strong-Post W-Beam Guardrail Systems
Institution: University of Nebraska-Lincoln
Engineering Analysis with Finite Elements
Institution: University of Nebraska-Lincoln
Modeling Wire Rope Used in Cable Barrier Systems
Institution: University of Nebraska-Lincoln
Modeling Rebound of Foam Backed Racetrack Barrier
Institution: University of Nebraska-Lincoln
LS-DYNA Simulation of in vivo Surgical Robot Mobility
Institution: University of Nebraska-Lincoln
Recommended Procedures for the Safety Performance Evaluation of Highway Features
Institution: University of Nebraska-Lincoln
Evaluation of Ice Melting Capacities of Deicing Chemicals
Institution: University of Nebraska-Lincoln
Drop Weight Testing on Sandwich Panels with a Novel Thermoplastic Core Material
Institution: University of Nebraska-Lincoln
Behavior of Concrete-filled Circular Steel Tubes under High-Strain Rate Impact Loading
Institution: University of Nebraska-Lincoln
Numerical Analysis of the Structural Strength of Concrete-Filled Circular Steel Tubes
Institution: University of Nebraska-Lincoln
Simulation of Soil Behavior Under Blast Loading
Institution: University of Nebraska-Lincoln
Three-Dimensional Security Barrier Impact Response Modeling
Institution: University of Nebraska-Lincoln
Flexural Strength Analysis of Non-Post-Tensioned and Post-Tensioned Concrete-Filled Circular Steel Tubes
Institution: University of Nebraska-Lincoln
Progressive Failure Simulation of Security Cable Barriers
Institution: University of Nebraska-Lincoln
Buckling Analysis of a Cable-stayed Circular Frame
Institution: University of Nebraska-Lincoln
Curved, Precast, Pretensioned Concrete I-Girder Bridges
Institution: University of Nebraska-Lincoln
Flexural Behavior of Post-Tensioned and Non-Post-Tensioned Concrete-Filled Steel Tubes
Institution: University of Nebraska-Lincoln
Roca Spur Bridge – the Implementation of an Innovative Deicing Technology
Institution: University of Nebraska-Lincoln
Fatigue Strength of Coped-End Crane Runway Girders
Institution: University of Nebraska-Lincoln
A Viscoplastic Cap Model for Soils under High Strain Rate Loading
Institution: University of Nebraska-Lincoln
Conductive Concrete as an Electromagnetic Shield
Institution: University of Nebraska-Lincoln
Durability of Concrete Using Reactive Fine Aggregates
Institution: University of Nebraska-Lincoln
Electrically Conductive Concrete Proves Effective as Bridge Deicer
Institution: University of Nebraska-Lincoln
Sources of End Zone Cracking of Pretensioned Concrete Girders
Institution: University of Nebraska-Lincoln
Prediction and Optimization of HPC Characteristics by Machine Learning Techniques - Part I: Review of the State-of-the-Art
Institution: University of Nebraska-Lincoln
Prediction and Optimization of HPC Characteristics by Machine Learning Techniques - Part II: A Strength Prediction Model Using Case Based Reasoning
Institution: University of Nebraska-Lincoln
A Case Study Evaluating the Use of Lithium Nitrate to Arrest Alkali-Silica Reaction in an Existing Concrete Pavement
Institution: University of Nebraska-Lincoln
Multiscale Modeling of Damage Evolution in Viscoelastic Bituminous Mixtures Subjected to Cyclic Loading
Institution: University of Nebraska-Lincoln
Computational Microstructure Modeling to Estimate Progressive Moisture Damage Behavior of Asphaltic Paving Materials
Institution: University of Nebraska-Lincoln
Rate- and Temperature- Dependent Fracture Characteristics of Asphaltic Paving Mixtures
Institution: University of Nebraska-Lincoln
A Two-Way Coupled Multiscale Model for Predicting Damage-Associated Performance of Asphaltic Roadways
Institution: University of Nebraska-Lincoln
Statistical and Dimensional Analysis of Hot-Mix Asphalt Mixture Characteristics on Asphalt Pavement Analyzer Rutting Behavior
Institution: University of Nebraska-Lincoln
Microstructure Modeling of Rate-Dependent Fracture Behavior in Bituminous Paving Mixtures
Institution: University of Nebraska-Lincoln
ModeI Fracture Characterization of Bituminous Paving Mixtures at Intermediate Service Temperatures
Institution: University of Nebraska-Lincoln
Integrated Experimental-Numerical Approach to Model Progressive Moisture Damage Behavior of Bituminous Paving Mixtures
Institution: University of Nebraska-Lincoln
Moisture Damage Characterization of Warm-Mix Asphalt Mixtures Based on Laboratory-Field Evaluation
Institution: University of Nebraska-Lincoln
Experimental Testing and Finite Element Modeling to Evaluate the Effects of Aggregate Angularity on Bituminous Mixture Performance
Institution: University of Nebraska-Lincoln
Experimental Evaluation of Anti-Stripping Additives in Bituminous Mixtures through Multiple Scale Laboratory Test Results
Institution: University of Nebraska-Lincoln
Use of Fracture Tests and Models
Institution: University of Nebraska-Lincoln
Integrated Experimental-Numerical Approach to Estimate Material-Specific Moisture Damage Characteristics of Binder-Aggregate Interface
Institution: University of Nebraska-Lincoln
Cohesive Zone Model to Predict Fracture in Bituminous Materials and Asphaltic Pavements: State-of-the-Art Review
Institution: University of Nebraska-Lincoln
Micromechanical Model for Heterogeneous Asphalt Concrete Mixtures Subjected to Fracture Failure
Institution: University of Nebraska-Lincoln
Semi-Empirical, Analytical, and Computational Predictions of Dynamic Modulus of Asphalt Concrete Mixtures
Institution: University of Nebraska-Lincoln
Multiscale Modeling to Predict the Mechanical Behavior of Asphalt Mixtures
Institution: University of Nebraska-Lincoln
Geometrical Evaluation and Experimental Verification to Determine Representative Volume Elements of Heterogeneous Asphalt Mixtures
Institution: University of Nebraska-Lincoln
Damage Modeling of Bituminous Mixtures Considering Mixture Microstructure, Viscoelasticity, and Cohesive Zone Fracture
Institution: University of Nebraska-Lincoln
Material-Specific Effects of Hydrated Lime on the Properties and Performance Behavior of Asphalt Mixtures and Asphaltic Pavements
Institution: University of Nebraska-Lincoln
Determining Representative Volume Elements of Asphalt Concrete Mixtures without Damage
Institution: University of Nebraska-Lincoln
Computational Model for Predicting Nonlinear Viscoelastic Damage Evolution in Materials Subjected to Dynamic Loading
Institution: University of Nebraska-Lincoln
Effects of Aggregate Structure on Hot-Mix Asphalt Rutting Performance in Low Traffic Volume Local Pavements
Institution: University of Nebraska-Lincoln
A Drainage System for Mitigating Moisture Damage to Bridge Deck Pavements
Institution: University of Nebraska-Lincoln
Multiscale Model for Predicting Damage Evolution in Composites Due to Impact Loading
Institution: University of Nebraska-Lincoln
Evaluation of Moisture Damage Mechanisms and Effects of Additives in Asphalt Mixtures through Measurements of Mixture Component Properties and Performance Testing
Institution: University of Nebraska-Lincoln
A Computational Model for Predicting the Effect of Tire Configuration on Asphaltic Pavement Life
Institution: University of Nebraska-Lincoln
Computational Constitutive Model for Predicting Nonlinear Viscoelastic Damage and Fracture Failure of Asphalt Concrete Mixtures
Institution: University of Nebraska-Lincoln
Computational Model to Predict Fatigue Damage Behavior of Asphalt Mixtures under Cyclic Loading
Institution: University of Nebraska-Lincoln
A Simple Testing Method to Evaluate Fatigue Fracture and Damage Performance of Asphalt Mixtures
Institution: University of Nebraska-Lincoln
Damage-Induced Modeling of Elastic-Viscoelastic Randomly Oriented Particulate Composites
Institution: University of Nebraska-Lincoln
A Multiscale Computational Model as a Mechanistic Pavement Design-Analysis Method
Institution: University of Nebraska-Lincoln
Multiscale Modeling to Analyze and Design Transportation Infrastructures Subjected to Inelastic-Nonlinear Damage Behavior
Institution: University of Nebraska-Lincoln
Development of Fracture Mechanics Based Laboratory Test to Estimate Moisture Damage of Asphalt Mixtures
Institution: University of Nebraska-Lincoln
Low Temperature Crack Modeling of Asphalt Pavement
Institution: University of Nebraska-Lincoln
Mechanical Behavior of Asphaltic Mixture and Pavement Structure Considering Nonlinear Viscoelasticity
Institution: University of Nebraska-Lincoln
A Rate-Dependent Cohesive Zone Fracture Model for Asphaltic Materials
Institution: University of Nebraska-Lincoln
Comparison between a 3-D Finite Element Pavement Model and the Mechanistic-Empirical Pavement Design Guide for Asphalt Pavements
Institution: University of Nebraska-Lincoln
A Two-Way Coupled Multiscale Model for Predicting Damage-Dependent Mechanical Behavior of Roadway Materials and Mixtures
Institution: University of Nebraska-Lincoln
Multiscale Modeling of Bituminous Mixtures Considering Material Viscoelasticity and Cohesive Zone Fracture
Institution: University of Nebraska-Lincoln
Modeling of Asphaltic Materials Subjected to Nonlinear Viscoelastic Fracture
Institution: University of Nebraska-Lincoln
FEM Multiscale Analysis of Pavement Structure Including Damage
Institution: University of Nebraska-Lincoln
A Multiscale Model for Predicting Mechanical Behavior of Geomaterials
Institution: University of Nebraska-Lincoln
Computational Micromechanics Modeling for Damage-Induced Behavior of Asphalt Mixtures Considering Viscoelasticity and Cohesive Zone Fracture
Institution: University of Nebraska-Lincoln
A Model for Predicting Damage-Dependent Mechanical Responses of Asphalt Mixtures in Flexible Pavements
Institution: University of Nebraska-Lincoln
A Micromechanics-Based Computational Model and Testing Protocol to Characterize Damage-Dependent Mechanical Responses of Asphalt Mixtures in Flexible Pavements
Institution: University of Nebraska-Lincoln
Multiscale Computational Modeling for Predicting Evolution of Damage in Asphaltic Pavements
Institution: University of Nebraska-Lincoln
Development and Implementation of the Simplified Midwest Guardrail System Stiffness Transition
Institution: University of Nebraska-Lincoln
Development of Universal Breakaway Steel Post for Bullnose Median Barrier
Institution: University of Nebraska-Lincoln
Analysis of Existing Work-Zone Sign Supports Using Manual for Assessing Safety Hardware Safety Performance Criteria
Institution: University of Nebraska-Lincoln
Termination and Anchorage of Temporary Concrete Barrier
Institution: University of Nebraska-Lincoln
Evaluating the Cost-Effectiveness of Roadside Culvert Treatments
Institution: University of Nebraska-Lincoln
Nonblocked, Midwest Guardrail System for Wire-Faced Walls of Mechanically Stabilized Earth
Institution: University of Nebraska-Lincoln
Development of Low-Cost, Energy-Absorbing Bridge Rail
Institution: University of Nebraska-Lincoln
Guidelines for Implementation of Cable Median Barrier
Institution: University of Nebraska-Lincoln
High-Performance Aesthetic Bridge Rail and Median Barrier
Institution: University of Nebraska-Lincoln
Midwest Guardrail System Adjacent to a 2:1 Slope
Institution: University of Nebraska-Lincoln
Safety Grates for Cross Drainage Culverts
Institution: University of Nebraska-Lincoln
Development of the Midwest Guardrail System (MGS) W-Beam to Thrie-Beam Transition
Institution: University of Nebraska-Lincoln
Performance of Steel-Post W-Beam Guardrail Systems
Institution: University of Nebraska-Lincoln
A Test Level 4 Noise Wall for Attachment to Concrete Traffic Barriers
Institution: University of Nebraska-Lincoln
Midwest Guardrail System Without Blockouts
Institution: University of Nebraska-Lincoln
Cost-Effective Safety Treatment of Trees on Low-Volume Roads
Institution: University of Nebraska-Lincoln
Recommendations for Impact Conditions Used in Side-Impact and Non-Tracking Testing
Institution: University of Nebraska-Lincoln
Termination and Transition of Temporary Concrete Barrier
Institution: University of Nebraska-Lincoln
Development and Implementation of the Simplified MGS Stiffness Transition
Institution: University of Nebraska-Lincoln
Development of the Universal Breakaway Steel Post for the Bullnose Median Barrier
Institution: University of Nebraska-Lincoln
Development of a Low-Cost, Energy-Absorbing Bridge Rail
Institution: University of Nebraska-Lincoln
Nonblocked Midwest Guardrail System for Wire-Faced Walls of Mechanically Stabilized Earth
Institution: University of Nebraska-Lincoln
Termination and Transition of Temporary Concrete Barrier
Institution: University of Nebraska-Lincoln
A Test Level 4 Noise Wall for Attachment to Concrete Traffic Barriers
Institution: University of Nebraska-Lincoln
Estimation Of Rail Bending Stress From Real-Time Vertical Track Deflection Measurement
Institution: University of Nebraska-Lincoln
Track Stiffness Measurement with Implementation to Rail/Vehicle Dynamic Simulation
Institution: University of Nebraska-Lincoln
On The Relationship Between Load and Deflection In Railroad Track Structure
Institution: University of Nebraska-Lincoln
Measurement of Vertical Track Modulus - Field Testing, Repeatability, and Effects of Track Geometry
Institution: University of Nebraska-Lincoln
Vertical Track Modulus Testing On BNSFs Heavy Haul Coal Line,
Institution: University of Nebraska-Lincoln
Exception Criteria in Vertical Track Deflection and Modulus,
Institution: University of Nebraska-Lincoln
Deriving Speed Limits and Senor Sampling Rates for Mobile Cyber-Physical,
Institution: University of Nebraska-Lincoln
Measurement of Vertical Track Modulus From a Moving Railcar
Institution: University of Nebraska-Lincoln
Professional Development Summer Institute: Transportation Curriculum Development Using Technology Application and Student Experiences in STEM
Institution: University of Nebraska-Lincoln
Remote Assessment of New Bridge Deck Systems Using Wireless Sensors
Institution: University of Nebraska-Lincoln
Effectiveness Study for Temporary Pavement Markings Removal Methods in Roadway Construction Zones
Institution: University of Nebraska-Lincoln
Evaluation of Non-Nuclear Methods for Soil QC and QA in Highway Pavement Construction
Institution: University of Nebraska-Lincoln
Thermography-Driven Distress Prediction from Hot Mix Asphalt Road Paving Construction
Institution: University of Nebraska-Lincoln
Structural Behavior of FRP Sandwich Panels for Bridge Decks
Institution: University of Nebraska-Lincoln
An Integrated System for Bridge Management Using Probabilistic and Mechanistic Deterioration Models: Application to Bridge Decks
Institution: University of Nebraska-Lincoln
Near-Race Ultrasonic Inspection of Tapered Roller Bearing Components for Non-Metallic Defects
Institution: University of Nebraska-Lincoln
Correlation of Ultrasonic Inspection of Bearing Components with Bearing Fatigue Life
Institution: University of Nebraska-Lincoln
Hybrid Technology Networking: A Novel Wireless Networking Approach for Real-Time Railcar Status Monitoring
Institution: University of Nebraska-Lincoln
Mobile WiMAX Performance, Applications, and Deployment Considerations for North America's Freight Railroad Industry
Institution: University of Nebraska-Lincoln
Challenges in current Wireless Sensor Technology for Railcar Status Monitoring for North America's Freight Railroad Industry
Institution: University of Nebraska-Lincoln
Multi-Tier Multi-Hop Routing in Large-Scale Wireless Sensor Networks for Freight-Train Monitoring
Institution: University of Nebraska-Lincoln
Multi-Tier Multi-Hop Routing in Large-Scale Wireless Sensor Networks for Freight-Train Monitoring
Institution: University of Nebraska-Lincoln
Survivable Multicast Communication in Bus-based Networks
Institution: University of Nebraska-Lincoln
A Multicell Battery System Design for Electric and Plug-In Hybrid Electric Vehicles
Institution: University of Nebraska-Lincoln
Trading Wind Power in a Competitive Electricity Market Using Stochastic Programming and Game Theory
Institution: University of Nebraska-Lincoln
An Improved Paradigm for Energy-Based Hybrid Control to Stabilize Lossless Dynamical Systems with Applications to Electric Power Systems
Institution: University of Nebraska-Lincoln
An Adaptive Quasi Sliding-Mode Rotor Position Observer Based Sensorless Control for Interior Permanent Magnet Synchronous Machines
Institution: University of Nebraska-Lincoln
Short-Term Solar Power Prediction Using a Support Vector Machine
Institution: University of Nebraska-Lincoln
Power Electronics-Enabled Self-X Multicell Batteries: a Design Toward Smart Batteries
Institution: University of Nebraska-Lincoln
Smart Transmission Grid: Vision and Framework
Institution: University of Nebraska-Lincoln
Missing-Sensor-Fault-Tolerant Control for SSSC FACTS Device with Real-Time Implementation
Institution: University of Nebraska-Lincoln
An Isolated Multiport DC-DC Converter for Simultaneous Power Management of Multiple Renewable Energy Sources
Institution: University of Nebraska-Lincoln
A Series-Connected Self-Reconfigurable Multicell Battery Capable of Safe and Effective Charging/Discharging and Balancing Operations
Institution: University of Nebraska-Lincoln
A Third-Order Sliding-Mode Controller for DC/DC Converters with Constant Power Loads
Institution: University of Nebraska-Lincoln
A Current-Sensorless MPPT Quasi-Double-Boost Converter for PV Systems
Institution: University of Nebraska-Lincoln
Self-Reconfigurable Multicell Batteries
Institution: University of Nebraska-Lincoln
Wind/Solar Hybrid Generation-Based Roadway Microgrids
Institution: University of Nebraska-Lincoln
Short-Term Solar Power Prediction Using an RBF Neural Network,
Institution: University of Nebraska-Lincoln
Intelligent Methods for Smart Microgrids
Institution: University of Nebraska-Lincoln
Series-Connected Reconfigurable Multicell Battery
Institution: University of Nebraska-Lincoln
Energy-Based Hybrid Excitation Control for Fynchronous Generators
Institution: University of Nebraska-Lincoln
A Vision of Smart Transmission Grids
Institution: University of Nebraska-Lincoln
On Selecting a Frequency Band for Mobile WiMAX in Railroad Networks
Institution: University of Nebraska-Lincoln
Performance Evaluation of Hybrid Technology Networking for Realtime Monitoring in Freight Railroad Operations
Institution: University of Nebraska-Lincoln
Considerations For Selecting Between 3.65 GHz and 2.5 GHz Operation in Mobile WiMAX: A Comparative Analysis for Freight Railroad Applications
Institution: University of Nebraska-Lincoln
Hybrid Technology Networking: a Novel Wireless Networking Approach for Real-Time Railcar Status Monitoring
Institution: University of Nebraska-Lincoln
Challenges in Current Wireless Sensor Technology for Railcar Status Monitoring for North America’s Freight Railroad Industry
Institution: University of Nebraska-Lincoln
Mobile WiMAX Performance, Applications, and Deployment Considerations for North America’s Freight Railroad Industry
Institution: University of Nebraska-Lincoln
A Study on Energy Efficient Multi-Tier Multi-Hop Wireless Sensor Networks for Freight-Train Monitoring
Institution: University of Nebraska-Lincoln
Mobile WiMAX Throughput and Delay Measurements in Railroad Environment
Institution: University of Nebraska-Lincoln
Multi-Tier Multi-Hop Routing in Large-Scale Wireless Sensor Networks for Freight-Train Monitoring
Institution: University of Nebraska-Lincoln
Multi-Tier Multi-Hop Routing in Large-Scale Wireless Sensor Networks for Freight Train Monitoring
Institution: University of Nebraska-Lincoln
Throughput vs. Distance Tradeoffs and Deployment Considerations for a Multi-hop IEEE 802.16e Railroad Test Bed
Institution: University of Nebraska-Lincoln
Estimating Trains Speeds for Train Preemption at Traffic Signals Using Multiple Sensor Data
Institution: University of Nebraska-Lincoln
The University of Nebraska-Lincoln Highway-Rail Grade Crossing Test Bed
Institution: University of Nebraska-Lincoln
Effect of Temporary Shoring Location on Horizontally Curved Steel I-Girder Bridges during Construction
Institution: University of Nebraska-Lincoln
Prediction of Concrete Integral Abutment Bridge Unrecoverable Displacements
Institution: University of Nebraska-Lincoln
Skewed Concrete Box Girder Bridge Static and Dynamic Testing and Analysis
Institution: University of Nebraska-Lincoln
Horizontally Curved Steel Bridge Seismic Vulnerability Assessment
Institution: University of Nebraska-Lincoln
Web Plumb Influence on Skewed I-girder, Steel Bridges during Construction
Institution: University of Nebraska-Lincoln
Curved Girder Deformation Prediction Effectiveness using First Order, Linear Geometric Finite Element Models
Institution: University of Nebraska-Lincoln
Computational and Experimental Modification of Portable Sign Structure Design Following NCHRP 350 Criteria
Institution: University of Nebraska-Lincoln
Parameters Influencing Seismic Response of Horizontally Curved, Steel, I-Girder Bridges
Institution: University of Nebraska-Lincoln
Probabilistic Vulnerability Scenarios for Horizontally Curved, Steel, I-Girder Bridges under Earthquake Loads
Institution: University of Nebraska-Lincoln
Modeling End Notched Flexure Tests to Establish Cohesive Element Mode II Fracture Parameters
Institution: University of Nebraska-Lincoln
Behavior of Portable Fiber Reinforced Concrete Vehicle Barriers Subjected to Blasts from Contact Charges
Institution: University of Nebraska-Lincoln
Large Radius, Horizontally Curved, Steel Plate Girder Bridge Performance
Institution: University of Nebraska-Lincoln
Evaluation of Live-Load Lateral Flange Bending Distribution for a Horizontally Curved I-Girder Bridge
Institution: University of Nebraska-Lincoln
Crash Performance of X-Shaped Support Base Work Zone Temporary Sign Structures
Institution: University of Nebraska-Lincoln
Live Load Radial Moment Distribution for Horizontally Curved Bridges
Institution: University of Nebraska-Lincoln
Erection Procedure Effects on Deformations and Stresses in a Large Radius, Horizontally Curved, I-Girder Bridge
Institution: University of Nebraska-Lincoln
Closure to Fatigue Resistance of HPS-485 (70W) Continuous Plate with Punched Holes
Institution: University of Nebraska-Lincoln
Fatigue Resistance of HPS-485 (70W) Continuous Plate with Punched Holes
Institution: University of Nebraska-Lincoln
Examination of Level of Analysis Accuracy for Curved I-Girder Bridges through Comparisons to Field Data
Institution: University of Nebraska-Lincoln
Characterization of Material Properties of HPS-485W (70W) TMCP for Bridge Girder Applications
Institution: University of Nebraska-Lincoln
Restrained Shrinkage Cracks in Composite Bridge Decks, Evaluation and Reduction Method
Institution: University of Nebraska-Lincoln
Cracking Age Prediction Using Ring Test for Restrained Cracking Tendency of Concrete
Institution: University of Nebraska-Lincoln

