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 2020-05-01 to 2024-05-01.)
ArticleCitations
International Perspective on UHPC in Bridge Engineering158
Seismic Behavior of Strengthened RC Columns under Combined Loadings56
Cost-Effective UHPC for Accelerated Bridge Construction: Material Properties, Structural Elements, and Structural Applications47
Monitoring Railway Bridge KW51 Before, During, and After Retrofitting41
State-of-the-Art Review of Seismic-Resistant Precast Bridge Columns41
Seismic Response from Centrifuge Model Tests of a Scoured Bridge with a Pile-Group Foundation40
Investigation of Temperature Effects on Steel-Truss Bridge Based on Long-Term Monitoring Data: Case Study35
Bridge Load Testing: State-of-the-Practice33
Shake Table Test on a Long-Span Cable-Stayed Bridge with Viscous Dampers Considering Wave Passage Effects32
Ambient and Vehicle-Induced Vibration Data of a Steel Truss Bridge Subject to Artificial Damage31
State-of-the-Art of Posttensioned Rocking Bridge Substructure Systems31
Seismic Performance of Steel-Concrete Composite Rigid-Frame Bridge: Shake Table Test and Numerical Simulation31
Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations30
Frequency Identification of Bridges Using Smartphones on Vehicles with Variable Features30
Crack Propagation-Based Fatigue Life Prediction of Corroded RC Beams Considering Bond Degradation30
Parametric Study of Superelastic-Sliding LRB System for Seismic Response Control of Continuous Bridges30
Comparative Study of Tsunami-Like Wave-Induced Forces on Medium-Scale Models of Box Girder and T-Girder Bridges29
Experimental Study on Corrosion-Fretting Fatigue Behavior of Bridge Cable Wires29
Shear Strengthening of Corroded RC Beams Using UHPC–FRP Composites27
Experimental Study on Continuous Bridge-Deflection Estimation through Inclination and Strain26
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study26
Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment26
Time-Varying Seismic Fragility Analysis of Offshore Bridges with Continuous Rigid-Frame Girder under Main Aftershock Sequences25
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs24
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections24
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model24
Prediction Formula for Temperature Gradient of Concrete-Filled Steel Tubular Member with an Arbitrary Inclination24
Effects of Wind-Barrier Layout and Wind Turbulence on Aerodynamic Stability of Cable-Supported Bridges23
Postflutter Analysis of Bridge Decks Using Aerodynamic-Describing Functions23
Development of Bridge Resilience Index Using Multicriteria Decision-Making Techniques23
Improved Automatic Operational Modal Analysis Method and Application to Large-Scale Bridges22
Effect of Macrosynthetic and Hybrid Fibers on Shear Behavior of Concrete Beams Reinforced with GFRP Bars21
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads21
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets20
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles20
Effects of Corrosion and Scouring on Barge Impact Fragility of Bridge Structures Considering Nonlinear Soil–Pile Interaction19
Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans19
Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars18
Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision18
Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion18
Joint Distribution of Wind Speed, Wind Direction, and Air Temperature Actions on Long-Span Bridges Derived via Trivariate Metaelliptical and Plackett Copulas18
Consideration of Climate Change Effects on the Seismic Life-Cycle Cost Analysis of Deteriorating Highway Bridges18
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations18
Development of a Distortion-Induced Fatigue Crack Characterization Methodology Using Digital Image Correlation18
Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges18
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision17
Investigation on Ultimate Lateral Displacements of Coastal Bridge Piers with Different Corrosion Levels along Height17
Determining Orders of Modes Sensitive to Hinge Joint Damage in Assembled Hollow Slab Bridges17
Outdoor Test of a Prefabricated Column–Pile Cap–Pile System under Combined Vertical and Lateral Loads17
Numerical Studies on Concrete Barriers Subject to MASH Truck Impact16
Software-to-Software Comparison of End-Anchored Floating Bridge Global Analysis16
Flexural Performance of Composite Prestressed UHPC-NC T-Girders16
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes16
Inspection of Concrete Bridge Structures: Case Study Comparing Conventional Techniques with a Virtual Reality Approach16
Experimental Uncertainty Quantification of Flutter Derivatives for a PK Section Girder and Its Application on Probabilistic Flutter Analysis16
Prediction of Crack Propagation in U-Rib Components Based on the Markov Chain16
Improvement of Flutter Performance of a Streamlined Box Girder by Using an Upper Central Stabilizer16
Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations16
Numerical Approach of Interaction between Wave and Flexible Bridge Pier with Arbitrary Cross Section Based on Boundary Element Method16
Vulnerability Assessment of Bridge Piers Damaged in Barge Collision to Subsequent Hurricane Events16
Glass Suspension Footbridge: Human-Induced Vibration, Serviceability Evaluation, and Vibration Mitigation15
FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment15
Ground Penetrating Radar Data Processing for Concrete Bridge Deck Evaluation15
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method15
Quantification of Fatigue Damage for Structural Details in Slender Coastal Bridges Using Machine Learning-Based Methods15
Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System15
Experimental and Numerical Investigation on the Anchorage Zone of Prestressed UHPC Box-Girder Bridge14
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method14
Seismic Retrofit of Monorail Bridges Considering Soil–Pile–Bridge–Train Interaction14
Strength of Bridge High-Strength Concrete Slender Compression Members Reinforced with GFRP Bars and Spirals: Experiments and Second-Order Analysis14
Vision-Based Measurements to Quantify Bridge Deformations14
Strengthening of Steel Connections in a 92-Year-Old Railway Bridge Using Prestressed CFRP Rods: Multiaxial Fatigue Design Criterion14
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach14
Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data14
Coupled CFD–FEM Simulation Methodology for Fire-Exposed Bridges14
Low-Frequency Electromagnetic Energy Harvesting from Highway Bridge Vibrations14
Flexural Behavior of a Fully Prefabricated Lightweight UHPC Bent Cap14
Design, Construction, Testing, and Behavior of Driven Precast Concrete Piles Reinforced with GFRP Bars and Spirals14
Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions14
Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision14
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation14
Stochastic Response Assessment of Cross-Sea Bridges under Correlated Wind and Waves via Machine Learning14
Site-Specific Extreme Load Estimation of a Long-Span Cable-Stayed Bridge14
Sustainable Life-Cycle Maintenance Policymaking for Network-Level Deteriorating Bridges with a Convolutional Autoencoder–Structured Reinforcement Learning Agent14
Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams14
Eeklo Footbridge: Benchmark Dataset on Pedestrian-Induced Vibrations13
Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation13
Seismic Performance of Precast Segmental Concrete-Filled Steel-Tube Bridge Columns with Internal and External Energy Dissipaters13
Measured Responses of a Corrugated Steel Ellipse Culvert at Different Cover Depths13
Modeling and Evaluation of Magnetorheological Dampers with Fluid Leakage for Cable Vibration Control13
Bridge Damage Detection in Presence of Varying Temperature Using Two-Step Neural Network Approach13
Interpreting Impact Echo Data to Predict Condition Rating of Concrete Bridge Decks: A Machine-Learning Approach13
Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge13
Field Behavior of Integral Abutment Bridges under Thermal Loading13
Safety Assessment of Widened Bridges Considering Uneven Multilane Traffic-Load Modeling: Case Study in China13
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace12
Experimental Investigation of the High-Temperature Performance of High-Strength Steel Suspension Bridge Wire12
Concrete Bond and Behavior of Nonproprietary Ultrahigh-Performance Concrete Bridge Slab Joints12
Development of a Novel Type of Open-Web Continuous Reinforced-Concrete Rigid-Frame Bridge12
Utilization of Site-Based Simulated Ground Motions for Hazard-Targeted Seismic Demand Estimation: Application for Ordinary Bridges in Southern California12
Fatigue Evaluation of Bridges Based on Strain Influence Line Loaded by Elaborate Stochastic Traffic Flow12
Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC12
Aero-structural Optimization of Streamlined Twin-Box Deck Bridges with Short Gap Considering Flutter12
Developing Digital Twins to Characterize Bridge Behavior Using Measurements Taken under Random Traffic12
Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps12
Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs12
Fatigue Crack Assessment for Orthotropic Steel Deck Based on Compound Poisson Process11
Non-Gaussian Turbulence Induced Buffeting Responses of Long-Span Bridges11
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective11
Bridge Damage and Repair Detection Using an Instrumented Train11
Cable Reliability Assessments for Cable-Stayed Bridges using Identified Tension Forces and Monitored Loads11
Mitigation of Vortex-Induced Vibration in Bridges Using Semiactive Tuned Mass Dampers11
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models11
Full-Scale Experimental Study on Vibration Control of Bridge Suspenders Using the Stockbridge Damper11
Accelerated Bridge Construction11
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy11
Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test11
Wake-Induced Vibrations of the Hangers of the Xihoumen Bridge10
Genetic Algorithm-Markovian Model for Predictive Bridge Asset Management10
Seismic Response of a Bridge Crossing a Canyon to Near-Fault Acceleration-Pulse Ground Motions10
Multi-Cross-Reference Method for Highway-Bridge Damage Identification Based on Long-Gauge Fiber Bragg-Grating Sensors10
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition10
Experimental Investigation on High-Mode Vortex-Induced Vibration of a Flexible Stay Cable in Smooth Flow10
Direct Shear Strength Prediction for Precast Concrete Joints Using the Machine Learning Method10
Rapid Evaluation of Load-Carrying Capacity of Long-Span Bridges Using Limited Testing Vehicles10
Effect of Circumferential Gap on Dynamic Performance of CFST Arch Bridges10
Temperature Prediction of Flat Steel Box Girders of Long-Span Bridges Utilizing In Situ Environmental Parameters and Machine Learning10
Finite-Element Fatigue Analysis of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks10
Parametric Experimental Study of Ultra-Short Stud Connections for Lightweight Steel–UHPC Composite Bridges10
Continuous Modal Identification and Tracking of a Long-Span Suspension Bridge Using a Robust Mixed-Clustering Method10
Continuous Dynamic Monitoring of Human-Induced Vibrations at the Luiz I Bridge10
Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study10
Maintaining Bridge Alignment during Seismic Events: Shear Key Design and Implementation Guidelines10
Performance-Based Framework for Evaluating Truck Collision Risk for Bridge Piers10
Effects of Vertical Motion on Nonlinear Flutter of a Bridge Girder9
Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers9
Developing Fatigue Vehicle Models for Bridge Fatigue Assessment under Different Traffic Conditions9
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps9
Static and Economic Analyses of Driven Steel H-Piles in IGM Using the WyoPile Database9
Investigation of Bridge Collapse Phenomena due to Heavy Rain Floods: Structural, Hydraulic, and Hydrological Analysis9
Mechanical State Assessment of In-Service Cable-Stayed Bridge Using a Two-Phase Model Updating Technology and Periodic Field Measurements9
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation9
Evaluating OMA System Identification Techniques for Drive-by Health Monitoring on Short Span Bridges9
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges9
Identifying Modal Parameters of a Multispan Bridge Based on High-Rate GNSS–RTK Measurement Using the CEEMD–RDT Approach9
Revisited Live Load for Simple-Span Bridges9
Antislip Safety of Double-Cable Multispan Suspension Bridges with Innovative Saddles9
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges8
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification8
Structural Behaviors of a Low-Profile Steel Plate–Reinforced UHPC Deck Panel with Longitudinal Ribs8
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events8
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder8
Shear Capacity of Clamped Deck Slabs Subjected to a Concentrated Load8
Comparison of Bridge Inspection Policies in terms of Data Quality8
Experimental Characterization of Static Behavior of a New GFRP–Metal Space Truss Deployable Bridge: Comparative Case Study8
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower8
Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs8
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges8
Full-Scale Experimental Verification of UHPC-RC Composite Slab Culvert with a Clear Span of 8 m8
Experimental Assessment of Second-Generation Hybrid Sliding-Rocking Bridge Columns under Reversed Lateral Loading for Free and Fixed End Rotation Conditions8
Resilience and Economic Loss Assessment of Highway Bridges in Deep Reservoir under Near-Fault Ground Motions8
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies8
Optimum Target Reliability Determination for Efficient Service Life Management of Bridge Networks8
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs8
Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast8
Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior8
Early Warning for Abnormal Cable Forces of Cable-Stayed Bridges Considering Structural Temperature Changes8
Nondestructive Experimental Measurement, Model Updating, and Fatigue Life Assessment of Çarşamba Suspension Bridge8
Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience8
Investigations on Large-Amplitude Vibrations of Rigid Models Using a Novel Testing Device8
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