Journal of Bridge Engineering

Papers
(The TQCC of Journal of Bridge Engineering is 9. 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
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification42
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect42
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges39
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors39
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods37
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges34
Comparison of Markovian-Based Bridge Deterioration Model Approaches34
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
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
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads29
Identifying Critical Category Combinations of Bridge Cables at Risk of Internal Resonances Using Data Mining Technology28
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data28
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
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
Built-Up Press Brake-Formed Tub Girders26
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations25
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures25
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios24
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks24
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects24
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests23
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions23
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
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges22
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
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning20
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
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
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
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models18
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
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
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
Analyzing Multiple Modal Interactions Induced by Internal Resonances in Cable-Stayed Structures Using Machine Learning Techniques16
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
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
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
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips14
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
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
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
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
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
Effect of Climate Change on Thermal Loads in Concrete Box Girders11
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
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
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
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
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