Journal of Bridge Engineering

Article	Citations
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect	73
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors	59
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints	56
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge	50
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification	40
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge	35
Comparison of Markovian-Based Bridge Deterioration Model Approaches	35
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods	34
Integral Abutment Connections with Grouted Reinforcing Bar Couplers and Ultrahigh-Performance Concrete	33
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges	33
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies	33
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges	32
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges	32
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods	31
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration	31
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study	30
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges	30
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	30
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes	30
Reviewers	28
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks	27
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects	26
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds	26
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations	26
Built-Up Press Brake-Formed Tub Girders	26

Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios	26
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data	26
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests	25
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles	24
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper	24
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms	24
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges	23
Static Push-Out Tests on 29 mm Diameter Shear Studs	23
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures	23
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands	23
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review	22
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation	22
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads	22
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones	21
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis	21
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue	21
Numerical Evaluation of Drag Force on Integral Abutment Piles	20
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment	20
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector	20
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation	20
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models	20
Distributed Detection and Quantification of Cracks in Operating Large Bridges	19
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis	19
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach	19
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions	19
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method	19
Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge	18
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design	18
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies	18
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests	18
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads	18
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations	18
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination	18
Control of Vortex-Induced Vibration of a Long-Span Bridge by Inclined Railings	17
Self-Stressing Composite Steel Bridge Girder System	17
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy	17
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model	17
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation	17
Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures	17
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges	17
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes	17
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data	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
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges	17
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge	17
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm	16
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables	16
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace	16
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge	16
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision	16

Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges	16
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	16
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables	15
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions	15
Shear Behavior of Joints in Precast Segmental Bridges with External Prestressing Tendons Considering the Effect of Bending	15
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
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges	14
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder	14
Additional Shear Stresses in Webs of Segmental Concrete Bridges due to Anchorage of Cantilever Tendons	14
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State	14
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction	14
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers	14
Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders	14
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges	14
Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision	14
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays	14
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis	13
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods	13
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition	13
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation	13
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point	13
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge	13
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions	13
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips	13
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway	12
Collapse of the Baihua Bridge under Near-Fault Ground Motion: Finite-Element Analysis with Multiscale Model	12
Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning	12
A Box-Girder Bridge Inspired by Beetle Elytra and the Buckling and Shear Properties of a Trabecular-Honeycomb Steel Web	12
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns	12
Dominant Role of Cement Paste Content on Bridge Deck Cracking	12
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw	12
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model	12
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs	11
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control	11
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration	11
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables	11
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections	11
Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols	11
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges	11
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis	11
Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision	11
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns	11
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	11
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System	11
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion	11
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads	10
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm	10
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges	10
Vine Copula Data Fusion for Failure Probability Analysis of Steel Bridge Girder Section	10
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance	10
Full-Range Modeling of Underdeck Cable-Stayed Bridges	10
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower	10
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis	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
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing	10
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables	10
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC	9
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis	9
Calibration of LRFD Mechanical Design for Movable Bridges	9
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors	9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges	9
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads	9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities	9
Effect of Climate Change on Thermal Loads in Concrete Box Girders	9
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models	9
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System	9
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads	9
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks	9
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks	9
Bridge Damage and Repair Detection Using an Instrumented Train	9
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model	9
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects	9
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables	9
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective	8
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge	8
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation	8
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges	8
Seismic Behavior of Strengthened RC Columns under Combined Loadings	8
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data	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
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning	8
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps	8
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions	8
Reproducibility in Journal of Bridge Engineering Papers	8
Non-Gaussian Turbulence Induced Buffeting Responses of Long-Span Bridges	7
Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges	7
Model Verification and Validation of a Cable-Stayed Bridge: Interval-Based Uncertainty Quantification of the Model Parameters	7
Field Demonstration of an Innovative Box Beam Connection	7
Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect	7
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier	7
Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes	7
UHPC Connection Details for Simple for Dead Load and Continuous for Live Load Steel Bridges in Nonseismic Areas	7
Robustness Assessment Framework for Through Tied-Arch Bridge Considering Tie-Bar Failure	7
Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction	7
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence	7
Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study	7
A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action Failure	7
Experimental Investigation and Application Evaluation Case of an Adjustable Height Temporary Support for Bearing Replacement in Large-Tonnage HSR Bridges	7
Decision Framework for Traffic Control on Sea-Crossing Bridges during Strong Winds	7
Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness	7
Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading	7
Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring	7
Numerical and Experimental Investigation on Vortex-Induced Vibration Suppression of a Self-Anchored Suspension Bridge with a Central-Slotted Box Girder	7
Strengthening of Steel Connections in a 92-Year-Old Railway Bridge Using Prestressed CFRP Rods: Multiaxial Fatigue Design Criterion	7
Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders	7
Experimental and Numerical Study of Grout Effectiveness and Force-Transfer Mechanism in Socket Connections	7
Model-Based Interpretation of Measurements for Fatigue Evaluation of Existing Reinforced Concrete Bridges	7
Eeklo Footbridge: Benchmark Dataset on Pedestrian-Induced Vibrations	7
Influence of Ground Motion Characteristics on Higher-Mode Effects and Design Strategy for Tall Pier Bridges	7
Consideration of Climate Change Effects on the Seismic Life-Cycle Cost Analysis of Deteriorating Highway Bridges	7
Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters	7
Managing Railway Bridges Crossing Waterways through a Machine Learning-Based Maintenance Policy	7
Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet	7
Exploring Time-Varying Characteristics in Drive-By Bridge Frequency Extraction with the Second-Order Synchrosqueezing Transform	7
Load Distribution in Reinforced Concrete Slab Span Bridges	7
Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges	7
Performance-Based Design Framework for Concrete Barriers Subjected to Truck Collision	7
Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges	7
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
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation	6
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research	6
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration	6
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges	6
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections	6
Vision-Based Large-Field Measurements of Bridge Deformations	6
Operation of Interferometric SBAS-DInSAR Data for Remote Structural Monitoring of Existing Bridges	6
Dynamic Vehicle Model for Accommodating Fatigue Based on Axle Load Effects in Orthotropic Steel Bridge Decks	6
Probabilistic Life-Cycle Connectivity Assessment of Transportation Networks Using Deep Learning	6
Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads	6
Effect of Nonstructural Elements on Lateral Load Distribution and Rating of Slab and T-Beam Bridges	6
A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis	6
Field Evaluation of Fatigue Stresses in a Modern Highly Skewed Steel I-Girder Bridge	6
Shear Strength of Short Rectangular Bridge Columns	6
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper	6
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study	6
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition	6
Life-Cycle Risk-Based Optimal Maintenance Strategy for Bridge Networks Subjected to Corrosion and Seismic Hazards	6
Buffeting-Induced Fatigue Damage Assessment of a Long-Span Bridge under a Changing Climate Scenario	6
Seismic Performance of Precast Segmental Concrete-Filled Steel-Tube Bridge Columns with Internal and External Energy Dissipaters	6
Review of Concrete Segmental Bridges by Dongzhou Huang and Bo HuCRC Press, Taylor & Francis Group, Boca Raton, FL, 33487; 2020; ISBN 978-1-4987-9900-3; 982 pp.; $239	6
Distributed Operational Modal Analysis of Multispan Bridges	6
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs	6
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load	6
Concrete Bridge Barriers: State-of-the-Art and Design Implementation	6
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers	6
Experimental Investigation on Shear Behavior of FRP Prestressed Concrete Beams with Shear Reinforcements	6
Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface	6
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events	6
Experimental and Numerical Study on Rolling Friction in Tower Saddle of Suspension Bridges	6
Concrete Bridge Deck Reinforced with Textured and Nontextured Epoxy-Coated Bars	6
Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology	5
Deep Learning–Based Inspection Data Mining and Derived Information Fusion for Enhanced Bridge Deterioration Assessment	5
Finding the Completed Bridge State of Suspension Bridges with Short Extended Spans Based on Specified Hanger Forces	5
Statistical Investigation on the Temperature Actions of CFST Truss Based on Long-Term Measurement	5
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation	5
Identification of Aerodynamic Derivatives of a Box-Girder Bridge Deck with Twin Active Flaps Using CFD Simulations	5
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method	5
Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression	5
Life-Cycle Performance Assessment of Aging Bridges Subjected to Tsunami Hazards	5
Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction	5
Lateral Cyclic Response of Bridge Columns Reinforced with CSA G30.18 500W High-Strength Steel	5
Wear Detection of Bridge Sliding Bearing Based on Temporal Variation of Thermally Induced Daily Displacement Amplitude	5
Optimizing Double Launching Noses for Incrementally Launched Equal-Span Continuous Girder Bridges	5
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs	5
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading	5
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain	5
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud	5
Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete	5
Model Updating Using Hierarchical Bayesian Strategy Employing B-WIM Calibration Data	5
Reviewers	5
The Theoretical Impact Factor Spectrum for Highway Beam Bridges	5
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation	5
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads	5
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data	5