Journal of Bridge Engineering

Article	Citations
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges	84
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect	68
Comparison of Markovian-Based Bridge Deterioration Model Approaches	60
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods	42
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration	37
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges	36
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors	36
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges	36
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges	35
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge	35
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification	34
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods	34
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints	31
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes	31
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies	31
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper	30
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review	30
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios	28
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges	28
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations	27
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms	27
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis	27
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones	25
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures	25
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests	25

Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP	25
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks	24
Built-Up Press Brake-Formed Tub Girders	24
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads	23
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons	23
Static Push-Out Tests on 29 mm Diameter Shear Studs	23
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands	23
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data	22
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions	22
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment	22
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds	21
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 Displaceme	21
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects	21
Reviewers	21
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles	21
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation	20
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue	20
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach	19
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations	19
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis	19
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning	19
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models	19
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method	19
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions	19
Distributed Detection and Quantification of Cracks in Operating Large Bridges	19
Numerical Evaluation of Drag Force on Integral Abutment Piles	18
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies	18
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design	18
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector	18
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation	18
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm	18
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests	18
Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge	18
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads	18
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges	17
Discussion of “Thermally Induced Behavior of Paired Internally Cured Concrete and Conventional Concrete Decks in Composite Bridges” by Waleed K. Hamid, Eric P. Steinberg, Issam Khoury, Ali A. Semendar	17
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes	17
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision	17
Self-Stressing Composite Steel Bridge Girder System	17
Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures	16
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model	16
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges	15
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation	15
Control of Vortex-Induced Vibration of a Long-Span Bridge by Inclined Railings	15
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy	15
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace	15
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables	15
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination	14
Characteristics of Vertical Ground Motions and Their Effect on the Seismic Response of Bridges in the Near-Field: A State-of-the-Art Review	14
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges	14

Shear Behavior of Joints in Precast Segmental Bridges with External Prestressing Tendons Considering the Effect of Bending	14
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge	14
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data	14
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions	14
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables	13
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays	13
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State	13
Discussion of “Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets” by Shaodi W	13
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction	13
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges	13
Analyzing Multiple Modal Interactions Induced by Internal Resonances in Cable-Stayed Structures Using Machine Learning Techniques	13
Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders	13
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers	12
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods	12
Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision	12
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge	12
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder	12
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point	12
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model	12
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge	12
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges	12
A Box-Girder Bridge Inspired by Beetle Elytra and the Buckling and Shear Properties of a Trabecular-Honeycomb Steel Web	12
Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning	12
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis	11
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw	11
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections	11
Collapse of the Baihua Bridge under Near-Fault Ground Motion: Finite-Element Analysis with Multiscale Model	11
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions	11
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration	11
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion	11
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition	11
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway	11
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns	11
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance	11
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation	11
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips	11
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges	11
Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols	11
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System	10
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads	10
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 Bridg	10
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns	10
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations	10
Evaluation of Countermeasures for Hydraulic Loading on Bridges	10
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis	10
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control	10
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing	9
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis	9
Bridge Damage and Repair Detection Using an Instrumented Train	9
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors	9
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables	9
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm	9
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models	9
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads	9
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads	9
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower	9
Full-Range Modeling of Underdeck Cable-Stayed Bridges	9
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs	9
Effect of Climate Change on Thermal Loads in Concrete Box Girders	9
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model	9
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System	9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges	9
Calibration of LRFD Mechanical Design for Movable Bridges	9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities	9
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables	9
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables	8
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions	8
Seismic Behavior of Strengthened RC Columns under Combined Loadings	8
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge	8
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning	8
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges	8
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps	8
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges	8
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis	8
Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration	8
Reproducibility in Journal of Bridge Engineering Papers	8
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks	8
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks	8
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC	8
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects	8

Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective	8
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data	8
Data Set from Ambient Vibration Monitoring and Static Loading of a Steel Stringer Bridge Subject to Imposed Damage for Structural Health Monitoring and Damage Detection	8
Seismic Performance of Precast Segmental Concrete-Filled Steel-Tube Bridge Columns with Internal and External Energy Dissipaters	7
Robustness Assessment Framework for Through Tied-Arch Bridge Considering Tie-Bar Failure	7
Numerical and Experimental Investigation on Vortex-Induced Vibration Suppression of a Self-Anchored Suspension Bridge with a Central-Slotted Box Girder	7
Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study	7
Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders	7
Load Distribution in Reinforced Concrete Slab Span Bridges	7
Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading	7
Probabilistic Life-Cycle Connectivity Assessment of Transportation Networks Using Deep Learning	7
Managing Railway Bridges Crossing Waterways through a Machine Learning-Based Maintenance Policy	7
Influence of Ground Motion Characteristics on Higher-Mode Effects and Design Strategy for Tall Pier Bridges	7
Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges	7
Dynamic Vehicle Model for Accommodating Fatigue Based on Axle Load Effects in Orthotropic Steel Bridge Decks	7
Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes	7
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence	7
Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges	7
Experimental and Numerical Study of Grout Effectiveness and Force-Transfer Mechanism in Socket Connections	7
Experimental Investigation and Application Evaluation Case of an Adjustable Height Temporary Support for Bearing Replacement in Large-Tonnage HSR Bridges	7
Concrete Bridge Deck Reinforced with Textured and Nontextured Epoxy-Coated Bars	7
Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters	7
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier	7
Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet	7
Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction	7
Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges	7
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation	7
UHPC Connection Details for Simple for Dead Load and Continuous for Live Load Steel Bridges in Nonseismic Areas	7
Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring	7
Experimental Study on Fatigue Behavior of Deep-Reinforced Concrete Beams with Corroded Reinforcement	7
Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect	6
Consideration of Climate Change Effects on the Seismic Life-Cycle Cost Analysis of Deteriorating Highway Bridges	6
Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness	6
Effect of Nonstructural Elements on Lateral Load Distribution and Rating of Slab and T-Beam Bridges	6
Experimental Investigation on Shear Behavior of FRP Prestressed Concrete Beams with Shear Reinforcements	6
An Analytical Model to Evaluate Short- and Long-Term Performances of Post-Tensioned Concrete Box-Girder Bridges Rehabilitated by an Ultrahigh-Performance Concrete Overlay	6
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method	6
A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action Failure	6
Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads	6
Operation of Interferometric SBAS-DInSAR Data for Remote Structural Monitoring of Existing Bridges	6
Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface	6
Experimental and Numerical Study on Rolling Friction in Tower Saddle of Suspension Bridges	6
Life-Cycle Risk-Based Optimal Maintenance Strategy for Bridge Networks Subjected to Corrosion and Seismic Hazards	6
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events	6
Buffeting-Induced Fatigue Damage Assessment of a Long-Span Bridge under a Changing Climate Scenario	6
Exploring Time-Varying Characteristics in Drive-By Bridge Frequency Extraction with the Second-Order Synchrosqueezing Transform	6
Field Demonstration of an Innovative Box Beam Connection	6
Model Verification and Validation of a Cable-Stayed Bridge: Interval-Based Uncertainty Quantification of the Model Parameters	6
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition	6
Vision-Based Large-Field Measurements of Bridge Deformations	6
Shear Strength of Short Rectangular Bridge Columns	6
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study	5
Vibration-Prone Structures: Uncertain Effects of Human–Structure Interaction on Ground Reaction Forces and the Cadence of Walking Individuals	5
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation	5
Deep Learning–Based Inspection Data Mining and Derived Information Fusion for Enhanced Bridge Deterioration Assessment	5
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading	5
Identification of Aerodynamic Derivatives of a Box-Girder Bridge Deck with Twin Active Flaps Using CFD Simulations	5
Simulation of Snow Redistribution on the Surface of a Long-Span Box Girder Bridge Based on CFD-DEM Coupling	5
Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges	5
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration	5
Flexural Behavior on a Steel–UHPC Composite Deck System of Long-Span Bridges	5
Corrosion Fatigue Evaluation of Suspender Cables in Railway Bridges Considering the Effect of Train-Induced Flexural Vibration	5
Experimental and Numerical Study on Axial Capacity of FRP-Rehabilitated Postblast RC Bridge Pier	5
Finding the Completed Bridge State of Suspension Bridges with Short Extended Spans Based on Specified Hanger Forces	5
Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration	5
Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand	5
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper	5
Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology	5
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs	5
Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete	5
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers	5
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation	5
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs	5
Distributed Operational Modal Analysis of Multispan Bridges	5
Concrete Bridge Barriers: State-of-the-Art and Design Implementation	5
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain	5
Proposed Criteria for the In-Service Inspection of Pedestrian Bridges	5
Modelling the Nonlinear Behavior of the Pot Bearings of Railway Bridge KW51	5
Bespoke Footbridge for Studying Pedestrian–Structure Interaction with Vertical Vibration	5
Lateral Cyclic Response of Bridge Columns Reinforced with CSA G30.18 500W High-Strength Steel	5
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud	5
Fatigue Evaluation of Bridges Based on Strain Influence Line Loaded by Elaborate Stochastic Traffic Flow	5
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion	5
The Theoretical Impact Factor Spectrum for Highway Beam Bridges	5
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load	5
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models	5
Effective Length Factor for Transverse Buckling of Single-Column Bridge Bents	5
A Rapid Evaluation Method for the Vertical Condition of Bridge Substructures Using Bayesian System Identification and Output-Only Measurements	5
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges	5
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data	5
Field Evaluation of Fatigue Stresses in a Modern Highly Skewed Steel I-Girder Bridge	5
Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression	5
Reviewers	5
John A. Roebling’s 1845 Allegheny Aqueduct: Design, History, and Performance	5
Simplified Analytical Model for Predicting the Transverse Stress of Steel Box Girder with Large Cantilevers in Cable-Stayed Bridges	5