Journal of Bridge Engineering

Article	Citations
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors	106
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge	76
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges	74
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods	53
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges	48
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges	47
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies	41
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect	38
Comparison of Markovian-Based Bridge Deterioration Model Approaches	36
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration	36
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges	36
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods	35
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification	34
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints	33
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds	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	29
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms	28
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons	28
Built-Up Press Brake-Formed Tub Girders	27
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands	27
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data	27
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests	27
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads	27
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment	26
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges	26

Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks	26
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures	26
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review	25
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper	25
Static Push-Out Tests on 29 mm Diameter Shear Studs	25
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations	25
Identifying Critical Category Combinations of Bridge Cables at Risk of Internal Resonances Using Data Mining Technology	24
Optimal Strategies for Locally Owned Bridges: Quantifying Payoffs in Repeated Games to Address Performance Deficiencies and Prevent Defection	24
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation	23
Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP	23
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue	23
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones	23
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis	23
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis	22
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions	22
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios	22
Numerical Evaluation of Drag Force on Integral Abutment Piles	22
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects	22
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning	21
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions	21
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method	21
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads	21
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach	21
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies	21
Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge	20
Distributed Detection and Quantification of Cracks in Operating Large Bridges	20
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation	20
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests	20
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations	19
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model	18
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges	18
Self-Stressing Composite Steel Bridge Girder System	18
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models	18
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	18
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges	17
In-Depth Investigation of Web Corrosion’s Influence on Bearing and Shear Capacity in Steel Girders	17
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data	17
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes	16
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables	16
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge	16
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination	16
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation	16
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm	15
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace	15
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design	15
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy	15
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision	15
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges	15
Dynamic Performance Assessment of a Novel Hybrid Bridge System with Spread Steel Box Girders	14
Shear Behavior of Joints in Precast Segmental Bridges with External Prestressing Tendons Considering the Effect of Bending	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
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge	14
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges	14
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions	14
Analyzing Multiple Modal Interactions Induced by Internal Resonances in Cable-Stayed Structures Using Machine Learning Techniques	14
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	14
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables	14
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis	13
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge	13
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State	13
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections	13
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays	13
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation	13
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges	13
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point	13
A Box-Girder Bridge Inspired by Beetle Elytra and the Buckling and Shear Properties of a Trabecular-Honeycomb Steel Web	13
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers	13
Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision	12
Experimental and Analytical Investigation of a 64-Year-Old Prestressed Beam Retrofitted with External Posttensioning	12
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs	12
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods	12
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition	12
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw	12
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns	12
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips	12
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion	12
Collapse of the Baihua Bridge under Near-Fault Ground Motion: Finite-Element Analysis with Multiscale Model	12
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions	12
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway	12
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model	12
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis	11
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control	11
Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading	11
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm	11
Full-Range Modeling of Underdeck Cable-Stayed Bridges	11
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance	11
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns	11
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System	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
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks	11
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables	11
Evaluation of Countermeasures for Hydraulic Loading on Bridges	11
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration	11
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads	11
Testing and Evaluation of Posttensioned Concrete Beams with Bonded Curved Tendons Extracted from an Existing 50-Year-Old Viaduct	11
Development and Performance of a Composite UHPC Box-Beam Bridge Section	11
Calibration of LRFD Mechanical Design for Movable Bridges	10
Effect of Climate Change on Thermal Loads in Concrete Box Girders	10
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads	10
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors	10
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System	10
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis	10
Bridge Damage and Repair Detection Using an Instrumented Train	10
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis	10
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing	10
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model	10
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models	10
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects	10
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads	9
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables	9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges	9
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence	9
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC	9
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps	9
Seismic Behavior of Strengthened RC Columns under Combined Loadings	9
Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges	9
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	9
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions	9
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges	9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities	9
Dynamic Service Life Prediction for Large-Tonnage Bearing of Long-Span Railway Bridges under Evolving Traffic Scheduling	9
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks	9
Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet	8
UHPC Connection Details for Simple for Dead Load and Continuous for Live Load Steel Bridges in Nonseismic Areas	8
Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders	8
Experimental Investigation on the Residual Shear Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders	8
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges	8
Robustness Assessment Framework for Through Tied-Arch Bridge Considering Tie-Bar Failure	8
Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study	8
Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction	8

Study on Local Buckling of Steel Shell–Concrete Composite Pylons	8
Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges	8
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation	8
Reproducibility in Journal of Bridge Engineering Papers	8
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data	8
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning	8
Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes	8
Experimental Investigation and Level Classification on the Postearthquake Vertical Load-Carrying Capacity of RC Columns	8
Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading	8
Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges	8
Advanced Ground-Penetrating Radar Techniques for Evaluating Deterioration in Bridge Decks	8
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective	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
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge	8
Load Distribution in Reinforced Concrete Slab Span Bridges	8
Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring	8
Response of Seismically Isolated Bridges due to Property Modification in Friction Pendulum Bearings Arising from Environmental and Construction Irregularities	8