Journal of Bridge Engineering

Papers
(The TQCC of Journal of Bridge Engineering is 8. The table below lists those papers that are above that threshold based on CrossRef citation counts [max. 250 papers]. The publications cover those that have been published in the past four years, i.e., from 2021-05-01 to 2025-05-01.)
ArticleCitations
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect71
Integral Abutment Connections with Grouted Reinforcing Bar Couplers and Ultrahigh-Performance Concrete58
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods56
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods50
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges38
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies35
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors32
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges32
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge32
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges32
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration32
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges31
Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study31
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge30
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints29
Comparison of Markovian-Based Bridge Deterioration Model Approaches29
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes28
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification27
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study27
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper26
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review26
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 Displaceme25
Built-Up Press Brake-Formed Tub Girders25
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests25
Reviewers25
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios24
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment24
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds24
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms23
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue23
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation23
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones23
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures22
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations22
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis22
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data21
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads21
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges21
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands21
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles20
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects20
Static Push-Out Tests on 29 mm Diameter Shear Studs20
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges20
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation19
Distributed Detection and Quantification of Cracks in Operating Large Bridges19
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies19
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests19
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models19
Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge18
Numerical Evaluation of Drag Force on Integral Abutment Piles18
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis18
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads18
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions18
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector18
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method18
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations17
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation17
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges17
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges17
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. Semendar17
Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures17
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach17
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model17
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm17
Self-Stressing Composite Steel Bridge Girder System17
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge16
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy16
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes16
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables16
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data16
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination15
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges15
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design15
Control of Vortex-Induced Vibration of a Long-Span Bridge by Inclined Railings15
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision15
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace15
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction14
Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders14
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 W14
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions14
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges14
Characteristics of Vertical Ground Motions and Their Effect on the Seismic Response of Bridges in the Near-Field: A State-of-the-Art Review14
Additional Shear Stresses in Webs of Segmental Concrete Bridges due to Anchorage of Cantilever Tendons14
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge14
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State13
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges13
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis13
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point13
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder13
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays13
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw13
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods13
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables13
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers13
Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision13
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation13
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway13
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions12
Dominant Role of Cement Paste Content on Bridge Deck Cracking12
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition12
A Box-Girder Bridge Inspired by Beetle Elytra and the Buckling and Shear Properties of a Trabecular-Honeycomb Steel Web12
Collapse of the Baihua Bridge under Near-Fault Ground Motion: Finite-Element Analysis with Multiscale Model12
Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning12
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections11
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 Bridg11
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns11
Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision11
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model11
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration11
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge11
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips11
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion11
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance11
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis10
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables10
Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols10
Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction10
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control10
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm10
Evaluation of Countermeasures for Hydraulic Loading on Bridges10
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations10
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs10
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges10
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities9
Effect of Climate Change on Thermal Loads in Concrete Box Girders9
Vine Copula Data Fusion for Failure Probability Analysis of Steel Bridge Girder Section9
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models9
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables9
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System9
Full-Range Modeling of Underdeck Cable-Stayed Bridges9
Calibration of LRFD Mechanical Design for Movable Bridges9
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors9
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges9
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System9
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads9
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks9
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC9
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables9
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges9
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower9
Seismic Behavior of Strengthened RC Columns under Combined Loadings8
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis8
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads8
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps8
Reproducibility in Journal of Bridge Engineering Papers8
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks8
Bridge Damage and Repair Detection Using an Instrumented Train8
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads8
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence8
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning8
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects8
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing8
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions8
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data8
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