Journal of Bridge Engineering

Papers
(The median citation count of Journal of Bridge Engineering is 3. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-02-01 to 2025-02-01.)
ArticleCitations
Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study66
Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs56
Integral Abutment Connections with Grouted Reinforcing Bar Couplers and Ultrahigh-Performance Concrete54
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method45
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables39
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes36
Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions35
A Roadmap for an Integrated Assessment Approach to the Adaptation of Concrete Bridges to Climate Change34
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration34
Seismic Damage Analysis of Piled Pier System Constructed on Soft Clay Ground30
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations30
Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm27
Comparison of Seismic Demands on RC Bridge Columns Using the AASHTO Guide Specification, DDBA, and Nonlinear Analysis for Shallow Crustal and Subduction Tectonic Regimes26
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research26
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods26
Analytical Investigation of Performance of Passive Negative Stiffness Damper in Two-Cable Hybrid Network24
Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy24
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges24
Evaluation of Countermeasures for Hydraulic Loading on Bridges24
Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction23
Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading23
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation21
Analyzing Wind-Induced Snow Redistribution on Box Girder Bridges Using Wind Tunnel Tests21
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification21
Analytical and Numerical Behavior of Double Composite Steel Bridges21
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis21
Damping Capacity and Seismic Performance of a Torsional Metallic Damper Using a Displacement Amplification Mechanism20
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge20
Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios20
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study20
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm20
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain20
Bridge Rating for Vehicles with Grandfather Provisions20
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges19
Pedestrian-Induced Load Identification from Structural Responses Using Genetic Algorithm with Numerical and Experimental Validation19
Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM19
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System18
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs18
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges18
Concrete Bridge Barriers: State-of-the-Art and Design Implementation18
Mechanism of Using L-Shaped Steel Plate and Rubber to Enhance Seismic Performance of Bridge Pier with Low Reinforcement Ratio18
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods18
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method17
Investigation of the Buckling Capacity of Concrete Encased Steel H-Piles on Highway Bridge Structures17
Structural Behavior of Bridge Deck Slabs Made with GFRP-Reinforced Lightweight Self-Consolidating Concrete17
Flexural Behavior and Model of Curved Bolt Connections with UHPC Grout and CFRP Tendons for Prefabricated Concrete Panels17
Temperature Calculation Method for Hanger Systems Exposed to Multigrade Vehicle Fires17
Improving the Predictive Analytics of Machine-Learning Pipelines for Bridge Infrastructure Asset Management Applications: An Upstream Data Workflow to Address Data Quality Issues in the National Bridg17
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration16
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect16
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance16
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies16
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control16
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges16
Structural Behaviors of a Low-Profile Steel Plate–Reinforced UHPC Deck Panel with Longitudinal Ribs15
Performance-Based Seismic Design for Retrofitting Deficient Bridge Bents: Developing Performance-Based Damage States15
Structural Analysis of a Stress-Laminated-Timber Bridge Deck Using Hardwood15
Flexural Behavior on a Steel–UHPC Composite Deck System of Long-Span Bridges15
Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast15
Seismic Analysis of Posttensioned and Hybrid Bridge Bents with Buckling Restrained Braces15
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints14
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data14
A WIM-Based Assessment of Multiple Vehicle Presence Effects on Fatigue Damage of Highway Bridges14
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration14
Genetic Algorithm-Markovian Model for Predictive Bridge Asset Management14
Corrosion Risk of Using Stainless Steel Bolts for A1010 Steel Bridge Girders14
Effect of Web Inclination of Streamlined Flat Box Deck on Aerostatic Performance of a Bridge14
Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs13
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads13
Rapid Evaluation of Load-Carrying Capacity of Long-Span Bridges Using Limited Testing Vehicles13
Shear Strength of Short Rectangular Bridge Columns13
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs13
Field Behavior of Integral Abutment Bridges under Thermal Loading13
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges13
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers13
Coupled CFD–FEM Simulation Methodology for Fire-Exposed Bridges13
Determining Orders of Modes Sensitive to Hinge Joint Damage in Assembled Hollow Slab Bridges13
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns12
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud12
Transverse Joint Design of Small–Medium-Span Fully Precast Steel–UHPC Lightweight Composite Bridge12
Behavior of RC Beams Strengthened with Near-Surface Mounted Aluminum Alloy Bars under Fully Reversible Cyclic Loads12
A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis12
Life Cycle Thinking–Based Decision Making for Bridges under Seismic Conditions. II: A Case Study on Bridges with Superelastic SMA RC Piers12
Determination of Reduction Factor of Shear Key Configurations for Calculating Direct Shear Strength of Precast Concrete Dry Joints Using Parametric Finite-Element Simulations12
Shake Table Tests on RC Double-Column Bridge Piers with Self-Centering Energy Dissipation Braces12
Seismic Behavior of Arch Bridge Abutments under Sandy-Gravel Foundations with Different Grouting Depths: Insights from Shaking Table Tests11
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads11
Field Evaluation of Fatigue Stresses in a Modern Highly Skewed Steel I-Girder Bridge11
Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols11
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading11
Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars11
Comparison of Markovian-Based Bridge Deterioration Model Approaches11
Modeling and Evaluation of Magnetorheological Dampers with Fluid Leakage for Cable Vibration Control11
Unsupervised Stiffness Evaluation of High-Speed Railway Bridges Using Periodic Monitoring Data11
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion11
Vertical Crowd–Structure Interaction Modeling: Numerical and Experimental Assessment of a Cable-Stayed Footbridge11
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges11
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge11
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study11
A Rapid Evaluation Method for the Vertical Condition of Bridge Substructures Using Bayesian System Identification and Output-Only Measurements10
Investigation of Retrofit Strategies to Extend the Service Life of Bridge Structures through Active Control10
Real-Time Bridge Deflection Prediction Based on a Novel Bayesian Dynamic Difference Model and Nonstationary Data10
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors10
Failure Analysis of Continuous Highway Steel I-Multigirder Bridges under the Combined Effect of Fatigue and Overloading Events10
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower10
Verification of the Reinforcement Effect of an SFRC Pavement under a Live Load Based on Visualization of Deformation of a Trough Rib of an Orthotropic Steel Deck Using MEMS IMUs and Contact Displaceme10
Monitoring Railway Bridge KW51 Before, During, and After Retrofitting10
Case Study of Long-Term Bearing and Expansion Joint Movement on a Prestressed Concrete Bridge10
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper10
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects10
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System10
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections10
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load10
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables10
Concrete Bond and Behavior of Nonproprietary Ultrahigh-Performance Concrete Bridge Slab Joints9
Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps9
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment9
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs9
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis9
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models9
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets9
Identification of the High-Order Rational Function of Bridge Decks by SDOF Forced Vibration Testing9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges9
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions9
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests9
Vine Copula Data Fusion for Failure Probability Analysis of Steel Bridge Girder Section9
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models9
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data9
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects9
Dynamic Loading Effect Testing of a Modular Truss Bridge: Procedures and Resultant Data Set9
Optimizing Double Launching Noses for Incrementally Launched Equal-Span Continuous Girder Bridges9
Seismic Behavior of Strengthened RC Columns under Combined Loadings8
Finite-Element-Based Study on Girder Behavior and Load-Sharing of Shear-Connected Multigirder Prestressed Concrete Bridges8
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands8
Deep Learning–Based Inspection Data Mining and Derived Information Fusion for Enhanced Bridge Deterioration Assessment8
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks8
Built-Up Press Brake-Formed Tub Girders8
Life-Cycle Performance Assessment of Aging Bridges Subjected to Tsunami Hazards8
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms8
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges8
Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete7
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds7
Time-Dependent Reliability Assessment of Long-Span PSC Box-Girder Bridge Considering Vehicle-Induced Cyclic Creep7
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper7
Seismic Performance of Self-Centering Post-Tensioned Concrete Columns Reinforced with Steel–GFRP Bars and GFRP Spirals7
Reviewers7
Study of Anticorrosion System and Anticorrosion Mechanism for the Main Cable of Suspension Bridge7
Calibration of LRFD Mechanical Design for Movable Bridges7
Thermally Induced Behavior of Paired Internally Cured Concrete and Conventional Concrete Decks in Composite Bridges7
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model7
Combined Load Test and NDE: Novel Method to Diagnose and Load Rate Prestressed Concrete Girder Bridges with Serviceability Issues7
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing7
Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands7
Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression7
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges7
Tensile Bond Strength of Post-Installed Epoxy-Coated Reinforcing Bars6
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation6
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis6
Impact of Damper Stiffness and Damper Support Stiffness on the Performance of a Negative Stiffness Damper in Mitigating Cable Vibrations6
Data Filtering in Vehicle–Bridge Impact Simulations: Evaluation of Different Force Filtering Methods and Recommendations6
Quasi-Full-Scale Experimental Study on Bridge Precast Concrete Columns under Static Loading6
Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges6
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model6
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation6
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC6
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities6
Full-Range Modeling of Underdeck Cable-Stayed Bridges6
Design-Oriented Machine-Learning Models for Predicting the Shear Strength of Prestressed Concrete Beams6
Assessment of Substandard Concrete Barriers as Protective Structures to Bridge Piers against Vehicular Collision Force6
Multirate UKF Damage Identification Based on Computer Vision Monitoring of Ship–Bridge Collisions6
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges6
Calculating Local Force of Corrugated Steel Culvert Buried at Shallow Cover Depth Using a Thrust Modification Factor6
Bridge Damage and Repair Detection Using an Instrumented Train6
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones6
Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision6
Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability6
High-Dimensional Model Approach for Stochastic Response of Multispan Box Girder Bridges6
Fatigue Performance Test and Finite-Element Analysis of Concrete-Filled Steel-Tube K-Joints6
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads6
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors6
Statistical Investigation on the Temperature Actions of CFST Truss Based on Long-Term Measurement6
Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology6
Identification of Aerodynamic Derivatives of a Box-Girder Bridge Deck with Twin Active Flaps Using CFD Simulations6
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles6
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads6
Experimental Studies of Extracting Bridge Mode Shapes by Response of a Moving Vehicle6
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios5
Investigations on Large-Amplitude Vibrations of Rigid Models Using a Novel Testing Device5
Dynamic Response of a Joint Anticollision Device for Adjacent Bridges under a Large-Tonnage Ship Impact5
New Formulation for Estimating the Moment Capacity of Rocking Shallow Foundations Resting on Partially Saturated Soil5
Bridge Load Testing: State-of-the-Practice5
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions5
Experimental Investigation on the Responses of Bridge Aeroelastic Models Subjected to Wind–Rain Actions5
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads5
Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration5
Assessing Temperature-Induced Deflections in Cable-Stayed Bridges during Construction: An Elastic Foundation Beam Model Approach5
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue5
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review5
Vertical and Horizontal Combined Algorithm for Missing Data Imputation in Bridge Health Monitoring System5
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations5
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables5
Machine Learning–Based Bridge Maintenance Optimization Model for Maximizing Performance within Available Annual Budgets5
Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions5
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests5
Static Push-Out Tests on 29 mm Diameter Shear Studs5
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps5
Effects of Near-Fault Pulse-Like Ground Motions and Pulse Parameters on a High-Speed Railway Long-Span Arch Bridge–Track System5
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks5
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation5
A Benchmark Data Set for Vision-Based Traffic Load Monitoring in a Cable-Stayed Bridge5
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures5
The Theoretical Impact Factor Spectrum for Highway Beam Bridges5
Damage Analysis of Concrete Open-Spandrel Deck Arch Bridges under Seismic Loads5
Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data5
Experimental Investigation of Effects of Wind Yaw Angles and Turbulence on Postflutter Behaviors of a Suspension Bridge Model5
Corrosion Fatigue Evaluation of Suspender Cables in Railway Bridges Considering the Effect of Train-Induced Flexural Vibration5
Continuous Modal Identification and Tracking of a Long-Span Suspension Bridge Using a Robust Mixed-Clustering Method5
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis5
Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation4
Reviewers4
Concrete Additional Stress near Intermediate Support for Composite Girder Bridges with Corrugated Steel Webs4
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector4
Identification of Amplitude-Dependent Damping Ratio and Flutter Derivatives of a Streamlined Box Girder under Various Wind Angles of Attack4
Wake-Induced Vibrations of the Hangers of the Xihoumen Bridge4
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models4
Weak-End and Frequency Detection of Elastically Supported Bridges by Contact Residual Response of Two-Axle Test Vehicle in a Round Trip4
Effects of Handrail Details on Vortex-Induced Vibration for a Box-Girder Bridge4
Total Risk Model and Loss Analysis of Probabilistic Damage Control Application in Seismic Design of Highway Bridges4
Analytical Shape-Finding of the Three-Dimensional Wind-Resistant Rope System of a Suspension Bridge4
Long-Term Behavior of a Prestressed Concrete Bridge with Corrugated Steel Webs4
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence4
Dynamic Load Effects of Wheeled and Tracked Military Vehicles on a Steel Girder Composite Bridge4
Nondestructive Bridge Deck Evaluation Using Sub-mm 3D Laser Imaging Technology at Highway Speeds4
Experimental and Numerical Study on Axial Capacity of FRP-Rehabilitated Postblast RC Bridge Pier4
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation4
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads4
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies4
Model Updating Using Hierarchical Bayesian Strategy Employing B-WIM Calibration Data4
Developing Fatigue Vehicle Models for Bridge Fatigue Assessment under Different Traffic Conditions4
Discussion of “Evaluation of Pretensioned Girders with Partial-Strand Debonding” by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G. Russell4
Distributed Detection and Quantification of Cracks in Operating Large Bridges4
FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment4
Reproducibility in Journal of Bridge Engineering Papers4
Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges4
Flexural Crack Performance of the Steel–GFRP Strips–UHPC Composite Deck Structure4
Simplified Analytical Model for Predicting the Transverse Stress of Steel Box Girder with Large Cantilevers in Cable-Stayed Bridges4
Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction4
Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes4
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges4
Wind–Temperature Characteristics of a Cable-Stayed Bridge along the Yellow Sea under Superstrong Typhoon Lekima4
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