Journal of Bridge Engineering

Papers
(The median citation count of Journal of Bridge Engineering is 4. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges88
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges61
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration57
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods47
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge46
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect42
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification42
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors39
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges39
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods37
Comparison of Markovian-Based Bridge Deterioration Model Approaches34
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges34
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds32
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints32
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons31
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads29
Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP29
Flutter Stability and Mechanisms of Long-Span Truss Girder Bridges in Mountainous Areas under Various Angles of Attack29
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands29
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data28
Identifying Critical Category Combinations of Bridge Cables at Risk of Internal Resonances Using Data Mining Technology28
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones27
Optimal Strategies for Locally Owned Bridges: Quantifying Payoffs in Repeated Games to Address Performance Deficiencies and Prevent Defection27
Static Push-Out Tests on 29 mm Diameter Shear Studs27
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue27
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment27
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review27
Built-Up Press Brake-Formed Tub Girders26
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures25
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations25
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks24
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects24
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios24
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions23
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests23
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges22
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper22
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms22
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning20
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis20
Analytical Assessment of the Effects of Multicategory Errors on the Completed State of a Suspension Bridge: Stepwise Multiple Regression Analysis and FEM Validation20
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis19
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach19
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies19
Numerical Evaluation of Drag Force on Integral Abutment Piles19
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation19
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions19
Distributed Detection and Quantification of Cracks in Operating Large Bridges19
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method19
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads19
Minimum Socket Depth for Socket Joints in Accelerated Bridge Construction19
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models18
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges18
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations18
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests18
Vehicular Collision Performance Assessment of RC Piers Designed in Accordance with American, European, and Chinese Current Bridge Codes17
In-Depth Investigation of Web Corrosion’s Influence on Bearing and Shear Capacity in Steel Girders17
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges17
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm17
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges17
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data17
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes17
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables17
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design17
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model17
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge17
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination17
Analyzing Multiple Modal Interactions Induced by Internal Resonances in Cable-Stayed Structures Using Machine Learning Techniques16
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges16
Optimization of the Main Cable Shape in Double-Cable Suspension Bridges and the Effect on Live-Load Responses16
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation16
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers15
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State15
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays15
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions15
Precast RC Blocks with Detachable Connections for Emergency Temporary Bridges: Wave-Shaped Concrete Shear Keys Fabricated from 3D-Printed Molds and Steel Couplers15
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges15
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables15
Investigating Consistency among Bridge Inspectors Using Simulated Virtual Reality Testbeds15
Shear Behavior of Joints in Precast Segmental Bridges with External Prestressing Tendons Considering the Effect of Bending15
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge15
Characteristics of Vertical Ground Motions and Their Effect on the Seismic Response of Bridges in the Near-Field: A State-of-the-Art Review15
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips14
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw14
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition14
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods14
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway14
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns13
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point13
Mechanism and Characteristics of Vehicle-Induced Girder-End Displacement for Suspension Bridges: A Case Study13
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions13
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections13
Parametric Design Framework of a Composite Footbridge Featuring Ultimate and Vibration Serviceability Limit States13
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis13
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge13
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables13
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model13
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation13
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion13
Vertical Stiffness Optimization and Seismic Performance of a Novel Elastomeric Bearing in a Cable-Stayed Bridge with Fluid Viscous Dampers13
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance13
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads12
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs12
Impact of Climate Change on the Thermal Behavior of Long-Span Suspension Bridges12
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control12
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis12
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System12
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration12
Evaluation of Countermeasures for Hydraulic Loading on Bridges12
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns12
Testing and Evaluation of Posttensioned Concrete Beams with Bonded Curved Tendons Extracted from an Existing 50-Year-Old Viaduct12
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 Bridg12
Effect of Climate Change on Thermal Loads in Concrete Box Girders11
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects11
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System11
Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading11
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables11
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm11
Development and Performance of a Composite UHPC Box-Beam Bridge Section10
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges10
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model10
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges10
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads10
Reproducibility in Journal of Bridge Engineering Papers10
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge10
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC10
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing10
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities10
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions10
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads10
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation10
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models10
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis10
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks10
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors10
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks10
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps10
Dynamic Service Life Prediction for Large-Tonnage Bearing of Long-Span Railway Bridges under Evolving Traffic Scheduling10
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence10
Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders9
Study on Local Buckling of Steel Shell–Concrete Composite Pylons9
Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes9
Unified Analytical Model for Predicting Internal Forces in a Bridge Column Subjected to Vehicular Collision9
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data9
Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges9
Response of Seismically Isolated Bridges due to Property Modification in Friction Pendulum Bearings Arising from Environmental and Construction Irregularities9
Advanced Ground-Penetrating Radar Techniques for Evaluating Deterioration in Bridge Decks9
Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration9
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges9
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning9
Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet9
MDMCS: A Benchmark Data Set for Multidamage Monitoring of Concrete Structures9
Experimental Investigation on the Residual Shear Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders9
Data Set from Ambient Vibration Monitoring and Static Loading of a Steel Stringer Bridge Subject to Imposed Damage for Structural Health Monitoring and Damage Detection9
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier8
Fractured Mechanics: The AASHTO Code Contradiction8
Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring8
Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading8
Managing Railway Bridges Crossing Waterways through a Machine Learning-Based Maintenance Policy8
Experimental and Numerical Study of Grout Effectiveness and Force-Transfer Mechanism in Socket Connections8
Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters8
Exploring Time-Varying Characteristics in Drive-By Bridge Frequency Extraction with the Second-Order Synchrosqueezing Transform8
Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect8
Effect of Temporary Barriers on the Vortex-Induced Vibration Performance of a Long-Span Bridge during Maintenance Periods8
Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study8
Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction8
Ship–Pier Collision Criteria for Critical Bridges: The Way Forward8
Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness8
Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads8
Hybrid Energy Harvesting from Natural Wind and Traffic-Induced Bridge Vibrations8
Experimental Study on Fatigue Behavior of Deep-Reinforced Concrete Beams with Corroded Reinforcement8
Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges8
Experimental Investigation and Level Classification on the Postearthquake Vertical Load-Carrying Capacity of RC Columns8
Load Distribution in Reinforced Concrete Slab Span Bridges8
Numerical and Experimental Investigation on Vortex-Induced Vibration Suppression of a Self-Anchored Suspension Bridge with a Central-Slotted Box Girder8
UHPC Connection Details for Simple for Dead Load and Continuous for Live Load Steel Bridges in Nonseismic Areas8
Probabilistic Life-Cycle Connectivity Assessment of Transportation Networks Using Deep Learning8
Model Verification and Validation of a Cable-Stayed Bridge: Interval-Based Uncertainty Quantification of the Model Parameters8
Concrete Bridge Deck Reinforced with Textured and Nontextured Epoxy-Coated Bars8
Field Demonstration of an Innovative Box Beam Connection8
Behavior of SCC One-Way Bridge Deck Slabs Reinforced with Basalt FRP Bars under Concentrated Wheel Loads7
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition7
New Holistic Structural Robustness Index for Truss Bridges7
Influence of Ground Motion Characteristics on Higher-Mode Effects and Design Strategy for Tall Pier Bridges7
Experimental Investigation on Shear Behavior of FRP Prestressed Concrete Beams with Shear Reinforcements7
Operation of Interferometric SBAS-DInSAR Data for Remote Structural Monitoring of Existing Bridges7
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper7
A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis7
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study7
Long-Term Real-Time Monitoring of Suspension Bridge Hangers Using Vision-Based Systems7
Rail–Viaduct Interaction on India’s First Continuously Welded Rail: An Experimental Study7
Study on a Longitudinal Cooperative Performance Indicator for Simply Supported-Then-Continuous Beam Bridges7
Dynamic Vehicle Model for Accommodating Fatigue Based on Axle Load Effects in Orthotropic Steel Bridge Decks7
A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action Failure7
Life-Cycle Risk-Based Optimal Maintenance Strategy for Bridge Networks Subjected to Corrosion and Seismic Hazards7
Vision-Based Large-Field Measurements of Bridge Deformations7
Distributed Operational Modal Analysis of Multispan Bridges7
Simulation of Snow Redistribution on the Surface of a Long-Span Box Girder Bridge Based on CFD-DEM Coupling7
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges7
Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface7
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events7
Experimental and Numerical Study on Rolling Friction in Tower Saddle of Suspension Bridges7
Buffeting-Induced Fatigue Damage Assessment of a Long-Span Bridge under a Changing Climate Scenario7
An Analytical Model to Evaluate Short- and Long-Term Performances of Post-Tensioned Concrete Box-Girder Bridges Rehabilitated by an Ultrahigh-Performance Concrete Overlay7
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration7
Concrete Bridge Barriers: State-of-the-Art and Design Implementation7
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers7
Effective Length Factor for Transverse Buckling of Single-Column Bridge Bents7
Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression6
Determining the Completed Bridge State of a Self-Anchored Suspension Bridge: A Noniterative Analytical Approach6
Investigation of Retrofit Strategies to Extend the Service Life of Bridge Structures through Active Control6
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research6
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading6
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads6
A Rapid Evaluation Method for the Vertical Condition of Bridge Substructures Using Bayesian System Identification and Output-Only Measurements6
Reviewers6
Assessment of Development and Lap-Splice Lengths for New Generation GFRP Bars in Flexural Concrete Bridge and Structural Members6
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation6
Localization and Quantification of Damage along the Transverse Direction of Bridges Using Bridge Weigh-in-Motion Systems6
Performance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California6
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data6
Testing and Analysis of Temperature Field in a Three-Cell Concrete Box Girder Model6
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion6
Proposed Criteria for the In-Service Inspection of Pedestrian Bridges6
Application of Performance Curves as a Method of Condition Assessment of Fatigue-Critical Steel Bridges: The Ramón Nonato Pérez Steel Truss Bridge in Colombia6
Lateral Cyclic Response of Bridge Columns Reinforced with CSA G30.18 500W High-Strength Steel6
Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration6
Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges6
CNN-BiLSTM Hybrid Neural Network with Attention Mechanism for Structural Nonlinear Model Updating6
Residual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats6
Flexural Behavior on a Steel–UHPC Composite Deck System of Long-Span Bridges6
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain6
Corrosion Fatigue Evaluation of Suspender Cables in Railway Bridges Considering the Effect of Train-Induced Flexural Vibration6
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud6
Fatigue Life Assessment of a Plate Girder Bridge Using an Uncoupled Iterative Scheme for Bridge–Vehicle Interaction6
Deep Learning–Based Inspection Data Mining and Derived Information Fusion for Enhanced Bridge Deterioration Assessment6
John A. Roebling’s 1845 Allegheny Aqueduct: Design, History, and Performance6
Experimental Study on the Flexural Behavior of a Novel Nonprismatic Prestressed UHPC Composite Box Girder with Corrugated Steel Webs5
A Novel Multiobjective Function for Finite-Element Model Updating of a Long-Span Cable-Stayed Bridge Using In Situ Static and Dynamic Measurements5
Effect of Secondary Loading on Shear Performance of Damaged Thin-Walled Web RC Beams Strengthened with a UHPC Layer and Postinstalled Adhesive Bolts5
Experimental and Numerical Investigation of Headed Bar Joints between Precast Concrete Bridge Slabs Loaded in Tension5
Reviewers5
Field and Numerical Evaluation of Lateral Bending in Skewed Steel I-Girder Bridges during Deck Placement5
An Extended Bridge Weigh-in-Motion System without Vehicular Axles and Speed Detectors Using Nonnegative LASSO Regularization5
Indirect Frequency Identification of Footbridges with Pedestrians Using the Contact-Point Response of Shared Scooters5
Softened Membrane Torsional Model for GFRP–Reinforced Concrete Bridge Box Girders5
Bending-Induced Stresses in Seven-Wire Strands with Wedge Grips5
2D Aerodynamic Admittances of a Streamlined Box Bridge Deck in Various Turbulent Flows5
Quantifying Easy-to-Repair Displacement Ductility and Lateral Strength of Scoured Bridge Pile Group Foundations in Cohesionless Soils: A Classification–Regression Combination Surrogate Model5
Seismic Performance of Corroded Post-Tensioned Precast Concrete Columns Reinforced with GFRP Spirals5
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