Journal of Bridge Engineering

Papers
(The median citation count of Journal of Bridge Engineering is 4. 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 2022-05-01 to 2026-05-01.)
ArticleCitations
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges121
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges72
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies55
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration51
Comparison of Markovian-Based Bridge Deterioration Model Approaches44
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints44
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges40
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges39
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors35
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge34
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect32
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods31
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods30
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification30
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons29
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds29
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 Displaceme28
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands28
Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP27
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures26
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads25
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios25
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions25
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms25
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis24
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges24
Built-Up Press Brake-Formed Tub Girders24
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks24
Identifying Critical Category Combinations of Bridge Cables at Risk of Internal Resonances Using Data Mining Technology24
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests24
Optimal Strategies for Locally Owned Bridges: Quantifying Payoffs in Repeated Games to Address Performance Deficiencies and Prevent Defection24
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue24
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper23
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment23
Static Push-Out Tests on 29 mm Diameter Shear Studs23
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations22
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects22
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones21
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review21
Shear Condition Classification of Cracked Reinforced Concrete Beams Using Machine Learning20
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data20
Signal Separation of Simulated and Monitored Deflections Based on a Hybrid Bridge System Using the EEMD-GSA-LSSVM Approach19
Unsupervised Domain Adaptation Approach for Vision-Based Semantic Understanding of Bridge Inspection Scenes without Manual Annotations19
Analytical Assessment of the Effects of Multicategory Errors on the Completed State of a Suspension Bridge: Stepwise Multiple Regression Analysis and FEM Validation18
Distributed Detection and Quantification of Cracks in Operating Large Bridges18
Numerical Evaluation of Drag Force on Integral Abutment Piles18
Temperature Field Characteristics of Flat Steel Box Girders Based on In Situ Field Measurement and Numerical Simulation18
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
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies18
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis18
Identification of Modal Parameters of Scaled Bridge PC Beams by OMA Dynamic Tests17
Joint Analysis of Structural Flexibility Uncertainty and Deflection Serviceability Limit State Reliability Using the Active Excitation Method17
Self-Stressing Composite Steel Bridge Girder System17
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models17
Comparative Dynamic Load Effects of Tracked and Wheeled Military Vehicles on Bridges17
In-Depth Investigation of Web Corrosion’s Influence on Bearing and Shear Capacity in Steel Girders16
Determining Anchor Span Strand Tensions in the Completed State of a Suspension Bridge: An Analytical Algorithm16
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision16
Effect of Cable Vibrations on Cable-Stayed Bridges during Large Earthquakes16
Flutter Control by a Multiunit Gyroscopic Stabilizer: Deterministic-Stochastic Analysis of the Messina Strait Bridge Prototype Design16
Enhanced Bridge Weigh-in-Motion System Using Hybrid Strain–Acceleration Sensor Data16
Piecewise-Fitted Formula for Cable Force Identification Considering Bending Stiffness, Sag, and Inclination16
Barge Bow Force–Deformation Relationships for Bridge Impact-Resistant Design: Development and Assessment Using Shock Spectrum Approximation16
Experimental–Numerical Determination of the Effective Bulk Thermal Conductivity of Suspension Bridge Main Cables15
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges15
Experimental Fatigue Evaluation of Typical Cross-Frame Details in Steel I-Girder Bridges15
A Probability-Based Likelihood Function for Bayesian Updating of a Bridge Condition Deterioration Model15
Simplified Risk-Targeted Performance-Based Seismic Design Method for Ordinary Standard Bridges15
Vehicular Collision Performance Assessment of RC Piers Designed in Accordance with American, European, and Chinese Current Bridge Codes15
Analyzing Multiple Modal Interactions Induced by Internal Resonances in Cable-Stayed Structures Using Machine Learning Techniques15
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 W15
Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge15
Optimization of the Main Cable Shape in Double-Cable Suspension Bridges and the Effect on Live-Load Responses15
Biobjective Optimization of Cable Force for Concrete Cable-Stayed Bridges Considering the Requirements of the Serviceability and Ultimate Limit State14
Equivalent Vehicle Model Based on Traffic Flow of Long-Span Steel Box Girder Bridge14
Experimental Study of Influence Line–Based Damage Localization for Long-Span Cable Suspension Bridges14
Seismic Uplift Effect at End Spans of Long-Span Rigid-Frame Bridges Subjected to Near-Fault and Far-Fault Ground Motions14
Shear Behavior of Joints in Precast Segmental Bridges with External Prestressing Tendons Considering the Effect of Bending14
Performance of a Novel Magnetic Stiffness-Adjustable Wire Rope Damper in High-Mode Vibration Control of Cables14
Characteristics of Vertical Ground Motions and Their Effect on the Seismic Response of Bridges in the Near-Field: A State-of-the-Art Review14
Investigating Consistency among Bridge Inspectors Using Simulated Virtual Reality Testbeds14
Simplified Analytical Approach for Calculating the Transverse Load Distribution of Precast Slab Bridges with and without Concrete Overlays14
Experimental and Numerical Study on the Residual Axial Capacity of RC Bridge Piers after Contact Explosion13
Mechanism and Characteristics of Vehicle-Induced Girder-End Displacement for Suspension Bridges: A Case Study13
Flexural Performance of Ultrathin UHPC Slab–Steel Composite Beams with Ultrashort Stud Connections13
Experimental Investigation on Failure Mechanism and Hysteresis Behavior of RC Single- and Double-Column Piers13
A Box-Girder Bridge Inspired by Beetle Elytra and the Buckling and Shear Properties of a Trabecular-Honeycomb Steel Web13
Full-Scale Testing and Stringer Connection Fatigue Analysis of a Historical Swiss Military Bridge for the Rhaetian Railway13
Collapse of the Baihua Bridge under Near-Fault Ground Motion: Finite-Element Analysis with Multiscale Model13
Vertical Stiffness Optimization and Seismic Performance of a Novel Elastomeric Bearing in a Cable-Stayed Bridge with Fluid Viscous Dampers13
Full-Scale Precast UHPC–Postcast NC Hollow Composite Slab: Interface Technique Validation13
Aerostatic Stability and Bifurcation for Long-Span Bridges Based on Reduced Order Modeling via Singular Value Decomposition12
Application of Lightweight Steel-Plate–Reinforced Ribbed UHPC Deck Panel in a Long-Span Suspension Bridge12
Fragility Analysis of Helical Piles Supporting Bridge in Different Ground Conditions12
Deck Flexibility Identification of Bridges through a Submode Shape Combination Screening Method without a Reference Point12
Investigation of the Shear Lag Effect of an Innovative Steel Box Girder in Cable-Stayed Bridges: Experimental and Bar Simulation Method Analysis12
Hybrid Simulation for Evaluation of Seismic Performance of Highway Bridge with Pier Retrofitted Using Fe-SMA Strips12
Experimental Case Study on the Fatigue Behavior of Steel–Concrete Composite Beams after Chloride-Induced Corrosion and Cyclic Freeze–Thaw12
Multihazard Performance Assessment of Scoured Bridges Subjected to Barge Collision12
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables12
Cyclic Tests and Analysis of Corroded Precast Concrete Column-to-Footing Connections Constructed with Accelerated Bridge Construction Methods12
Modal Analysis and Condition Evaluation of Substructures for Simply Supported High-Speed Railway Bridge Based on a Simplified Model12
Axial Compressive Tests and Resistance Design of UHTCC-Encased Rectangular Steel Tubular Bridge Columns12
Evaluation of Countermeasures for Hydraulic Loading on Bridges11
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance11
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System11
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads11
Development and Performance of a Composite UHPC Box-Beam Bridge Section11
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control11
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
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis11
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs11
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration11
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System11
Full-Range Modeling of Underdeck Cable-Stayed Bridges11
Testing and Evaluation of Posttensioned Concrete Beams with Bonded Curved Tendons Extracted from an Existing 50-Year-Old Viaduct11
Impact of Climate Change on the Thermal Behavior of Long-Span Suspension Bridges11
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm11
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns11
Two-Way Shear Behavior of GFRP-Reinforced Concrete Box Culverts with 70 MPa Concrete under CL-625 Truck Loading11
Effect of Climate Change on Thermal Loads in Concrete Box Girders11
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models11
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions10
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors10
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges10
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges10
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads10
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads10
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model10
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing10
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects10
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks10
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC10
Dynamic Service Life Prediction for Large-Tonnage Bearing of Long-Span Railway Bridges under Evolving Traffic Scheduling9
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks9
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis9
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning9
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation9
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge9
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps9
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
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables9
Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration9
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective9
Bayesian Updating of Nonlinear Constitutive Models for Steel–Concrete Composite Girder Bridges Using Large-Scale Load Test Data9
Seismic Behavior of Strengthened RC Columns under Combined Loadings9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities9
Reproducibility in Journal of Bridge Engineering Papers9
Experimental Investigation on the Residual Shear Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders9
An Explicit Approach for Determining the Rational Length of Steel Portion in Steel–Concrete Hybrid Girder Bridges9
Accuracy Evaluation of Prestressed Concrete Girder Camber in Missouri Bridges8
Numerical and Experimental Investigation on Vortex-Induced Vibration Suppression of a Self-Anchored Suspension Bridge with a Central-Slotted Box Girder8
MDMCS: A Benchmark Data Set for Multidamage Monitoring of Concrete Structures8
Flexural Behavior and Ultimate Capacity of Adjacent Box Girders with Expansion Joint in the Parapet8
Load Distribution in Reinforced Concrete Slab Span Bridges8
Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges8
Experimental and Numerical Study of Grout Effectiveness and Force-Transfer Mechanism in Socket Connections8
UHPC Connection Details for Simple for Dead Load and Continuous for Live Load Steel Bridges in Nonseismic Areas8
Validating Dynamic Identification of Foundation Scour Based on Large-Scale Water Flumes8
Robustness Assessment Framework for Through Tied-Arch Bridge Considering Tie-Bar Failure8
Response of Seismically Isolated Bridges due to Property Modification in Friction Pendulum Bearings Arising from Environmental and Construction Irregularities8
Live Load Distribution Factors for Steel Press-Brake-Formed Tub Girder Bridges8
Advanced Ground-Penetrating Radar Techniques for Evaluating Deterioration in Bridge Decks8
Evaluation of the Residual Bearing Capacity of Prestressed Concrete T-Girder Bridges Based on Bending Stiffness Reduction8
Behavior of Composite Box-Girder Bridges with Corrugated Steel Webs under Eccentric Loading8
Impact of Wind Load Characteristics on Computed Bridge Stay-Cable Forces Used for Bridge Health Monitoring8
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier8
Seismic Behavior of Precast Bridge Column–Cap Beam Joints with Grouted Corrugated Duct Connections: Experimental and Numerical Study8
Study on Local Buckling of Steel Shell–Concrete Composite Pylons8
Experimental Investigation on the Residual Flexural Behavior of 28-Year-Old Decommissioned Prestressed Concrete Voided Slab Girders8
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence8
Experimental Investigation and Level Classification on the Postearthquake Vertical Load-Carrying Capacity of RC Columns8
Effect of Temporary Barriers on the Vortex-Induced Vibration Performance of a Long-Span Bridge during Maintenance Periods8
Minimizing Superstructure Twist in Irregular Bridges through Optimization of Structural Parameters7
Experimental Study on Fatigue Behavior of Deep-Reinforced Concrete Beams with Corroded Reinforcement7
Model Verification and Validation of a Cable-Stayed Bridge: Interval-Based Uncertainty Quantification of the Model Parameters7
Dynamic Vehicle Model for Accommodating Fatigue Based on Axle Load Effects in Orthotropic Steel Bridge Decks7
Experimental and Numerical Study on Rolling Friction in Tower Saddle of Suspension Bridges7
New Holistic Structural Robustness Index for Truss Bridges7
Operation of Interferometric SBAS-DInSAR Data for Remote Structural Monitoring of Existing Bridges7
A Strut-and-Tie Model Approach to Design Precast Column-to-Pile Shaft Member Socket Connections against Prying-Action Failure7
Numerical Investigation of Shape-Memory Alloy–Reinforced Bridge Columns Subjected to Lateral Impact Loads7
Field Demonstration of an Innovative Box Beam Connection7
Seismic Behavior of the Combined Viscous-Steel Damping System for a Long-Span Suspension Bridge Considering Wave-Passage Effect7
Exploring Time-Varying Characteristics in Drive-By Bridge Frequency Extraction with the Second-Order Synchrosqueezing Transform7
Experimental Investigation on Shear Behavior of FRP Prestressed Concrete Beams with Shear Reinforcements7
Rail–Viaduct Interaction on India’s First Continuously Welded Rail: An Experimental Study7
Study on a Longitudinal Cooperative Performance Indicator for Simply Supported-Then-Continuous Beam Bridges7
Hybrid Energy Harvesting from Natural Wind and Traffic-Induced Bridge Vibrations7
Managing Railway Bridges Crossing Waterways through a Machine Learning-Based Maintenance Policy7
Asymmetric Arrangement of Crossed Cables in Multitower Cable-Stayed Bridges Based on Structural Stiffness7
Influence of Ground Motion Characteristics on Higher-Mode Effects and Design Strategy for Tall Pier Bridges7
Experimental Investigation and Application Evaluation Case of an Adjustable Height Temporary Support for Bearing Replacement in Large-Tonnage HSR Bridges7
Concrete Bridge Deck Reinforced with Textured and Nontextured Epoxy-Coated Bars7
An Analytical Model to Evaluate Short- and Long-Term Performances of Post-Tensioned Concrete Box-Girder Bridges Rehabilitated by an Ultrahigh-Performance Concrete Overlay7
Vision-Based Large-Field Measurements of Bridge Deformations7
Probabilistic Life-Cycle Connectivity Assessment of Transportation Networks Using Deep Learning7
A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis6
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition6
Behavior of SCC One-Way Bridge Deck Slabs Reinforced with Basalt FRP Bars under Concentrated Wheel Loads6
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research6
Simulation of Snow Redistribution on the Surface of a Long-Span Box Girder Bridge Based on CFD-DEM Coupling6
Performance-Based Design and Hazard-Based Risk of Temporary Bridges with Light-Weight Superstructures in California6
Investigation of Retrofit Strategies to Extend the Service Life of Bridge Structures through Active Control6
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation6
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration6
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers6
Flexural Behavior on a Steel–UHPC Composite Deck System of Long-Span Bridges6
Effective Length Factor for Transverse Buckling of Single-Column Bridge Bents6
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation6
Fatigue Strengthening for Rib-to-Deck Joint by Bonding Reinforcing Plates on the Deck Surface6
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events6
Testing and Analysis of Temperature Field in a Three-Cell Concrete Box Girder Model6
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models6
Residual Fatigue Performance of Stay Cable Strands Subjected to Fire Threats6
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud6
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads6
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data6
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study6
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion6
Distributed Operational Modal Analysis of Multispan Bridges6
Life-Cycle Risk-Based Optimal Maintenance Strategy for Bridge Networks Subjected to Corrosion and Seismic Hazards6
Buffeting-Induced Fatigue Damage Assessment of a Long-Span Bridge under a Changing Climate Scenario6
Long-Term Real-Time Monitoring of Suspension Bridge Hangers Using Vision-Based Systems6
Concrete Bridge Barriers: State-of-the-Art and Design Implementation6
Determining the Completed Bridge State of a Self-Anchored Suspension Bridge: A Noniterative Analytical Approach6
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading6
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain6
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs6
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load6
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper6
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges6
Field and Numerical Evaluation of Lateral Bending in Skewed Steel I-Girder Bridges during Deck Placement5
Experimental and Numerical Study on Axial Capacity of FRP-Rehabilitated Postblast RC Bridge Pier5
Flexural Crack Performance of the Steel–GFRP Strips–UHPC Composite Deck Structure5
Modelling the Nonlinear Behavior of the Pot Bearings of Railway Bridge KW515
Bond Characterization of 17.8-mm (0.7-in.) Diameter Prestressing Strand5
Advances in Shear Strengthening of Concrete Bridge Girders5
An Advanced Approach to Determining the Spanwise Coherence of the Buffeting Forces on Bridge Decks with Complex Configurations5
Simplified Analytical Model for Predicting the Transverse Stress of Steel Box Girder with Large Cantilevers in Cable-Stayed Bridges5
Wear Detection of Bridge Sliding Bearing Based on Temporal Variation of Thermally Induced Daily Displacement Amplitude5
Equivalent Plane Algorithm for Static Analysis of Cable-Stayed Bridge with Spatial Cables5
Analytical Shape-Finding of the Three-Dimensional Wind-Resistant Rope System of a Suspension Bridge5
Model Updating Using Hierarchical Bayesian Strategy Employing B-WIM Calibration Data5
Fatigue Evaluation of Bridges Based on Strain Influence Line Loaded by Elaborate Stochastic Traffic Flow5
Precast RC Blocks with Connections Composed of Steel Shear Keys and CFRP Sheets for the Superstructure of Temporary Bridges in a Postdisaster Situation5
Bending-Induced Stresses in Seven-Wire Strands with Wedge Grips5
Finding the Completed Bridge State of Suspension Bridges with Short Extended Spans Based on Specified Hanger Forces5
Static Response Assessment of the Entire Suspension Bridge under Horizontal Transverse Live Load: An Analytical Calculation Method5
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