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 2020-11-01 to 2024-11-01.)
ArticleCitations
International Perspective on UHPC in Bridge Engineering196
Seismic Behavior of Strengthened RC Columns under Combined Loadings65
Monitoring Railway Bridge KW51 Before, During, and After Retrofitting54
Cost-Effective UHPC for Accelerated Bridge Construction: Material Properties, Structural Elements, and Structural Applications53
State-of-the-Art of Posttensioned Rocking Bridge Substructure Systems45
Comparative Study of Tsunami-Like Wave-Induced Forces on Medium-Scale Models of Box Girder and T-Girder Bridges36
Bridge Load Testing: State-of-the-Practice36
Shake Table Test on a Long-Span Cable-Stayed Bridge with Viscous Dampers Considering Wave Passage Effects35
Experimental Study on Corrosion-Fretting Fatigue Behavior of Bridge Cable Wires34
Shear Strengthening of Corroded RC Beams Using UHPC–FRP Composites34
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study34
Ambient and Vehicle-Induced Vibration Data of a Steel Truss Bridge Subject to Artificial Damage34
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections30
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs30
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model27
Sustainable Life-Cycle Maintenance Policymaking for Network-Level Deteriorating Bridges with a Convolutional Autoencoder–Structured Reinforcement Learning Agent26
Improved Automatic Operational Modal Analysis Method and Application to Large-Scale Bridges26
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets26
Consideration of Climate Change Effects on the Seismic Life-Cycle Cost Analysis of Deteriorating Highway Bridges24
Effects of Wind-Barrier Layout and Wind Turbulence on Aerodynamic Stability of Cable-Supported Bridges24
Eeklo Footbridge: Benchmark Dataset on Pedestrian-Induced Vibrations24
Effects of Corrosion and Scouring on Barge Impact Fragility of Bridge Structures Considering Nonlinear Soil–Pile Interaction24
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations24
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads23
Inspection of Concrete Bridge Structures: Case Study Comparing Conventional Techniques with a Virtual Reality Approach23
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles21
Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision21
Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars21
Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions21
Vision-Based Measurements to Quantify Bridge Deformations20
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision20
Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges20
Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans20
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models20
Temperature Prediction of Flat Steel Box Girders of Long-Span Bridges Utilizing In Situ Environmental Parameters and Machine Learning20
Developing Digital Twins to Characterize Bridge Behavior Using Measurements Taken under Random Traffic20
Numerical Approach of Interaction between Wave and Flexible Bridge Pier with Arbitrary Cross Section Based on Boundary Element Method19
Determining Orders of Modes Sensitive to Hinge Joint Damage in Assembled Hollow Slab Bridges19
Investigation on Ultimate Lateral Displacements of Coastal Bridge Piers with Different Corrosion Levels along Height19
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes19
Fatigue Evaluation of Bridges Based on Strain Influence Line Loaded by Elaborate Stochastic Traffic Flow18
Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion18
Glass Suspension Footbridge: Human-Induced Vibration, Serviceability Evaluation, and Vibration Mitigation18
Strengthening of Steel Connections in a 92-Year-Old Railway Bridge Using Prestressed CFRP Rods: Multiaxial Fatigue Design Criterion18
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method18
Review of Hydraulic Bridge Failures: Historical Statistic Analysis, Failure Modes, and Prediction Methods18
Measured Responses of a Corrugated Steel Ellipse Culvert at Different Cover Depths18
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps18
Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations18
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition17
Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams17
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method17
Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System17
Modeling and Evaluation of Magnetorheological Dampers with Fluid Leakage for Cable Vibration Control17
Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision17
Coupled CFD–FEM Simulation Methodology for Fire-Exposed Bridges17
Design, Construction, Testing, and Behavior of Driven Precast Concrete Piles Reinforced with GFRP Bars and Spirals16
Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge16
Bridge Damage Detection in Presence of Varying Temperature Using Two-Step Neural Network Approach16
Full-Scale Experimental Verification of UHPC-RC Composite Slab Culvert with a Clear Span of 8 m16
FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment16
Site-Specific Extreme Load Estimation of a Long-Span Cable-Stayed Bridge16
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace16
Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data16
Interpreting Impact Echo Data to Predict Condition Rating of Concrete Bridge Decks: A Machine-Learning Approach15
Field Behavior of Integral Abutment Bridges under Thermal Loading15
Seismic Response of a Bridge Crossing a Canyon to Near-Fault Acceleration-Pulse Ground Motions15
Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation15
Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study15
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation15
Seismic Performance of Precast Segmental Concrete-Filled Steel-Tube Bridge Columns with Internal and External Energy Dissipaters14
Wake-Induced Vibrations of the Hangers of the Xihoumen Bridge14
Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs14
Parametric Experimental Study of Ultra-Short Stud Connections for Lightweight Steel–UHPC Composite Bridges14
Utilization of Site-Based Simulated Ground Motions for Hazard-Targeted Seismic Demand Estimation: Application for Ordinary Bridges in Southern California14
Non-Gaussian Turbulence Induced Buffeting Responses of Long-Span Bridges14
Experimental Investigation of the High-Temperature Performance of High-Strength Steel Suspension Bridge Wire14
Mitigation of Vortex-Induced Vibration in Bridges Using Semiactive Tuned Mass Dampers13
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective13
Bridge Damage and Repair Detection Using an Instrumented Train13
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy13
Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps13
Concrete Bond and Behavior of Nonproprietary Ultrahigh-Performance Concrete Bridge Slab Joints13
Aero-structural Optimization of Streamlined Twin-Box Deck Bridges with Short Gap Considering Flutter13
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies13
Direct Shear Strength Prediction for Precast Concrete Joints Using the Machine Learning Method13
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges12
Continuous Modal Identification and Tracking of a Long-Span Suspension Bridge Using a Robust Mixed-Clustering Method12
Rapid Evaluation of Load-Carrying Capacity of Long-Span Bridges Using Limited Testing Vehicles12
Early Warning for Abnormal Cable Forces of Cable-Stayed Bridges Considering Structural Temperature Changes12
Cracking Performance in the Hogging-Moment Regions of Natural Curing Steel–UHPC and Steel–UHTCC Continuous Composite Beams12
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges12
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification12
Accelerated Bridge Construction12
Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test12
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models11
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm11
Evaluating OMA System Identification Techniques for Drive-by Health Monitoring on Short Span Bridges11
Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers11
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation11
Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast11
Finite-Element Fatigue Analysis of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks11
Identifying Modal Parameters of a Multispan Bridge Based on High-Rate GNSS–RTK Measurement Using the CEEMD–RDT Approach11
Comparison of Bridge Inspection Policies in terms of Data Quality11
Revisited Live Load for Simple-Span Bridges11
Structural Behaviors of a Low-Profile Steel Plate–Reinforced UHPC Deck Panel with Longitudinal Ribs11
Experimental Investigation on High-Mode Vortex-Induced Vibration of a Flexible Stay Cable in Smooth Flow11
Experimental Study on the Flexural Behavior of a Novel Nonprismatic Prestressed UHPC Composite Box Girder with Corrugated Steel Webs11
Experimental Characterization of Static Behavior of a New GFRP–Metal Space Truss Deployable Bridge: Comparative Case Study11
Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior10
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier10
Experimental Study of Posttensioned Precast Segmental CFDST Columns under Cyclic Loading10
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads10
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs10
Behavior and Analysis of Simply Supported Bridges under Vessel Side Collisions: Implications from Collapse of the Taiyangbu Bridge10
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events10
Nondestructive Experimental Measurement, Model Updating, and Fatigue Life Assessment of Çarşamba Suspension Bridge10
Developing Fatigue Vehicle Models for Bridge Fatigue Assessment under Different Traffic Conditions10
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading10
Effect of Circumferential Gap on Dynamic Performance of CFST Arch Bridges10
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder10
Investigation of Bridge Collapse Phenomena due to Heavy Rain Floods: Structural, Hydraulic, and Hydrological Analysis10
Distributed Detection and Quantification of Cracks in Operating Large Bridges10
Genetic Algorithm-Markovian Model for Predictive Bridge Asset Management10
Life-Cycle Performance Assessment of Aging Bridges Subjected to Tsunami Hazards9
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load9
Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading9
Experimental Assessment of Second-Generation Hybrid Sliding-Rocking Bridge Columns under Reversed Lateral Loading for Free and Fixed End Rotation Conditions9
Laboratory Investigation of the Structural Performance of a Corrugated Steel Culvert under Increasing Cover Depth9
Control of Vortex-Induced Vibration of a Long-Span Bridge by Inclined Railings9
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables9
Study of Anticorrosion System and Anticorrosion Mechanism for the Main Cable of Suspension Bridge9
Transverse Joint Design of Small–Medium-Span Fully Precast Steel–UHPC Lightweight Composite Bridge9
Aerodynamic Force Distribution Characteristics around a Double-Slotted Box Girder of a Long-Span Bridge during Vortex-Induced Vibration9
Experimental Investigation on Nonlinear Flexural Behavior of Post-Tensioned Concrete Bridge Girders with Different Grouting Conditions and Prestress Levels9
Resilience and Economic Loss Assessment of Highway Bridges in Deep Reservoir under Near-Fault Ground Motions9
Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience9
Fatigue Performance of Butt-Welded Tensile Plate Cable-Girder Anchorages of Long-Span Cable-Stayed Steel Box Girder Railway Bridges9
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects9
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data9
Drift Ratio Limit States for Circular Concrete Columns Reinforced with Different Types of High-Strength Steel Reinforcing Bars9
Effects of Vertical Motion on Nonlinear Flutter of a Bridge Girder9
A Novel Multiobjective Function for Finite-Element Model Updating of a Long-Span Cable-Stayed Bridge Using In Situ Static and Dynamic Measurements9
Investigations on Large-Amplitude Vibrations of Rigid Models Using a Novel Testing Device9
Exploring Time-Varying Characteristics in Drive-By Bridge Frequency Extraction with the Second-Order Synchrosqueezing Transform8
Driven Piles in Fine-Grained Soil-Based Intermediate Geomaterials8
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges8
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge8
Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect8
Genuine Influence Line and Influence Surface Identification from Measured Bridge Response Considering Vehicular Wheel Loads8
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower8
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction8
Analytic Solution to Longitudinal Deformation of Suspension Bridges under Live Loads8
Model-Based Interpretation of Measurements for Fatigue Evaluation of Existing Reinforced Concrete Bridges8
Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs8
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