Journal of Bridge Engineering

Papers
(The median citation count of Journal of Bridge Engineering is 3. 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 2020-03-01 to 2024-03-01.)
ArticleCitations
International Perspective on UHPC in Bridge Engineering146
Seismic Behavior of Strengthened RC Columns under Combined Loadings47
Cost-Effective UHPC for Accelerated Bridge Construction: Material Properties, Structural Elements, and Structural Applications44
System Fragility Assessment of Tall-Pier Bridges Subjected to Near-Fault Ground Motions43
State-of-the-Art Review of Seismic-Resistant Precast Bridge Columns40
Seismic Response from Centrifuge Model Tests of a Scoured Bridge with a Pile-Group Foundation39
Monitoring Railway Bridge KW51 Before, During, and After Retrofitting39
Strain-Based Performance Warning Method for Bridge Main Girders under Variable Operating Conditions34
Frequency Identification of Bridges Using Smartphones on Vehicles with Variable Features30
State-of-the-Art of Posttensioned Rocking Bridge Substructure Systems30
Bridge Load Testing: State-of-the-Practice30
Seismic Performance of Steel-Concrete Composite Rigid-Frame Bridge: Shake Table Test and Numerical Simulation30
Crack Propagation-Based Fatigue Life Prediction of Corroded RC Beams Considering Bond Degradation29
Investigation of Temperature Effects on Steel-Truss Bridge Based on Long-Term Monitoring Data: Case Study29
Shake Table Test on a Long-Span Cable-Stayed Bridge with Viscous Dampers Considering Wave Passage Effects29
Parametric Study of Superelastic-Sliding LRB System for Seismic Response Control of Continuous Bridges29
Experimental Demonstration of a Mode Shape-Based Scour-Monitoring Method for Multispan Bridges with Shallow Foundations28
Static Performance of a Long-Span Concrete Cable-Stayed Bridge Subjected to Multiple-Cable Loss during Construction27
Ambient and Vehicle-Induced Vibration Data of a Steel Truss Bridge Subject to Artificial Damage26
Fatigue Reliability Assessment of Long-Span Steel-Truss Suspension Bridges under the Combined Action of Random Traffic and Wind Loads26
Detectability of Bridge-Structural Damage Based on Fiber-Optic Sensing through Deep-Convolutional Neural Networks26
Experimental Evaluation of Full-Scale Corroded Steel Plate Girders Repaired with UHPC26
Flexural Study on UHPC–Steel Composite Beams with Joints under Negative Bending Moment25
Shear Strengthening of Corroded RC Beams Using UHPC–FRP Composites25
Comparative Study of Tsunami-Like Wave-Induced Forces on Medium-Scale Models of Box Girder and T-Girder Bridges25
Time-Varying Seismic Fragility Analysis of Offshore Bridges with Continuous Rigid-Frame Girder under Main Aftershock Sequences25
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study25
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model23
Effects of Wind-Barrier Layout and Wind Turbulence on Aerodynamic Stability of Cable-Supported Bridges23
Experimental Study on Corrosion-Fretting Fatigue Behavior of Bridge Cable Wires23
Experimental Study on Continuous Bridge-Deflection Estimation through Inclination and Strain22
Development of Bridge Resilience Index Using Multicriteria Decision-Making Techniques22
Postflutter Analysis of Bridge Decks Using Aerodynamic-Describing Functions22
Structural Performance of In-Service Corrugated Steel Culvert under Vehicle Loading21
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads21
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs21
Improved Automatic Operational Modal Analysis Method and Application to Large-Scale Bridges21
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections21
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles20
Investigation of a Detail for Connecting Precast Columns to Precast Cap Beams Using Ultrahigh-Performance Concrete20
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets19
Prediction Formula for Temperature Gradient of Concrete-Filled Steel Tubular Member with an Arbitrary Inclination19
Effect of Macrosynthetic and Hybrid Fibers on Shear Behavior of Concrete Beams Reinforced with GFRP Bars19
Bending Stiffness Identification of Simply Supported Girders using an Instrumented Vehicle: Full Scale Tests, Sensitivity Analysis, and Discussion18
Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars18
Cable Shape and Construction Parameters of Triple-Tower Double-Cable Suspension Bridge with Two Asymmetrical Main Spans17
Fatigue Performance of an Innovative Steel–Concrete Joint in Long-Span Railway Hybrid Box Girder Cable-Stayed Bridges17
Development of a Distortion-Induced Fatigue Crack Characterization Methodology Using Digital Image Correlation17
Determining Orders of Modes Sensitive to Hinge Joint Damage in Assembled Hollow Slab Bridges17
Investigation on Ultimate Lateral Displacements of Coastal Bridge Piers with Different Corrosion Levels along Height17
Full-Scale Experimental Study of a Reinforced Concrete Bridge Pier under Truck Collision17
Joint Distribution of Wind Speed, Wind Direction, and Air Temperature Actions on Long-Span Bridges Derived via Trivariate Metaelliptical and Plackett Copulas17
Effects of Corrosion and Scouring on Barge Impact Fragility of Bridge Structures Considering Nonlinear Soil–Pile Interaction16
Flexural Performance of Composite Prestressed UHPC-NC T-Girders16
Improvement of Flutter Performance of a Streamlined Box Girder by Using an Upper Central Stabilizer16
Consideration of Climate Change Effects on the Seismic Life-Cycle Cost Analysis of Deteriorating Highway Bridges16
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations16
Long-Term Damping Characteristics of Twin Cable-Stayed Bridge under Environmental and Operational Variations16
Damage Assessment of Simply Supported Double-Pier Bent Bridge under Heavy Truck Collision16
Numerical Studies on Concrete Barriers Subject to MASH Truck Impact15
Experimental Investigation of Flexural Behavior of Steel–UHPC Composite Beam with Waffle-Slab System15
Experimental Uncertainty Quantification of Flutter Derivatives for a PK Section Girder and Its Application on Probabilistic Flutter Analysis15
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes15
Ground Penetrating Radar Data Processing for Concrete Bridge Deck Evaluation15
Numerical Approach of Interaction between Wave and Flexible Bridge Pier with Arbitrary Cross Section Based on Boundary Element Method15
Prediction of Crack Propagation in U-Rib Components Based on the Markov Chain15
Outdoor Test of a Prefabricated Column–Pile Cap–Pile System under Combined Vertical and Lateral Loads15
Software-to-Software Comparison of End-Anchored Floating Bridge Global Analysis15
Vulnerability Assessment of Bridge Piers Damaged in Barge Collision to Subsequent Hurricane Events15
Inspection of Concrete Bridge Structures: Case Study Comparing Conventional Techniques with a Virtual Reality Approach14
Site-Specific Extreme Load Estimation of a Long-Span Cable-Stayed Bridge14
FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment14
Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision14
Seismic Retrofit of Monorail Bridges Considering Soil–Pile–Bridge–Train Interaction14
Stochastic Response Assessment of Cross-Sea Bridges under Correlated Wind and Waves via Machine Learning14
Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data14
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method14
Flexural Behavior of a Fully Prefabricated Lightweight UHPC Bent Cap14
Strength of Bridge High-Strength Concrete Slender Compression Members Reinforced with GFRP Bars and Spirals: Experiments and Second-Order Analysis14
Glass Suspension Footbridge: Human-Induced Vibration, Serviceability Evaluation, and Vibration Mitigation14
Experimental and Numerical Investigation on the Anchorage Zone of Prestressed UHPC Box-Girder Bridge14
Strengthening of Steel Connections in a 92-Year-Old Railway Bridge Using Prestressed CFRP Rods: Multiaxial Fatigue Design Criterion13
Field Behavior of Integral Abutment Bridges under Thermal Loading13
Low-Frequency Electromagnetic Energy Harvesting from Highway Bridge Vibrations13
Bayesian Updating of Bridge Condition Deterioration Models Using Complete and Incomplete Inspection Data13
Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach13
Coupled CFD–FEM Simulation Methodology for Fire-Exposed Bridges13
Design, Construction, Testing, and Behavior of Driven Precast Concrete Piles Reinforced with GFRP Bars and Spirals13
Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation13
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation13
Quantification of Fatigue Damage for Structural Details in Slender Coastal Bridges Using Machine Learning-Based Methods13
Safety Assessment of Widened Bridges Considering Uneven Multilane Traffic-Load Modeling: Case Study in China12
Sustainable Life-Cycle Maintenance Policymaking for Network-Level Deteriorating Bridges with a Convolutional Autoencoder–Structured Reinforcement Learning Agent12
Eeklo Footbridge: Benchmark Dataset on Pedestrian-Induced Vibrations12
Shear Friction and Strut-and-Tie Modeling Verification for Pier Caps12
Ultimate Behavior of Deck-to-Girder Composite Connection Details Using UHPC12
Bridge Damage Detection in Presence of Varying Temperature Using Two-Step Neural Network Approach12
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
Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions12
Modeling and Evaluation of Magnetorheological Dampers with Fluid Leakage for Cable Vibration Control12
Interpreting Impact Echo Data to Predict Condition Rating of Concrete Bridge Decks: A Machine-Learning Approach12
Measured Responses of a Corrugated Steel Ellipse Culvert at Different Cover Depths12
Numerical Simulation on Thermomechanical Coupling Behavior of Early-Age Concrete in the Large-Scale Steel–Concrete Connecting Segment of a Hybrid-Girder Cable-Stayed Bridge12
Experimental Study on Shear Behavior of a UHPC Connection Between Adjacent Precast Prestressed Concrete Voided Beams12
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method12
Non-Gaussian Turbulence Induced Buffeting Responses of Long-Span Bridges11
Fatigue Evaluation of Bridges Based on Strain Influence Line Loaded by Elaborate Stochastic Traffic Flow11
Concrete Bond and Behavior of Nonproprietary Ultrahigh-Performance Concrete Bridge Slab Joints11
Seismic Performance of Precast Segmental Concrete-Filled Steel-Tube Bridge Columns with Internal and External Energy Dissipaters11
Resilient Posttensioned Bridge Bent with Buckling Restrained Brace11
Experimental and Numerical Assessment of Precast Bridge Columns with Different Grouted Splice Sleeve Coupler Designs Based on Shake Table Test11
Development of a Novel Type of Open-Web Continuous Reinforced-Concrete Rigid-Frame Bridge11
Vision-Based Measurements to Quantify Bridge Deformations11
Mitigation of Vortex-Induced Vibration in Bridges Using Semiactive Tuned Mass Dampers11
Utilization of Site-Based Simulated Ground Motions for Hazard-Targeted Seismic Demand Estimation: Application for Ordinary Bridges in Southern California11
Experimental Investigation of the High-Temperature Performance of High-Strength Steel Suspension Bridge Wire11
Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs11
Cable Reliability Assessments for Cable-Stayed Bridges using Identified Tension Forces and Monitored Loads11
Fatigue Crack Assessment for Orthotropic Steel Deck Based on Compound Poisson Process10
Finite-Element Fatigue Analysis of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks10
Rapid Evaluation of Load-Carrying Capacity of Long-Span Bridges Using Limited Testing Vehicles10
Multi-Cross-Reference Method for Highway-Bridge Damage Identification Based on Long-Gauge Fiber Bragg-Grating Sensors10
Performance-Based Framework for Evaluating Truck Collision Risk for Bridge Piers10
Very High Cycle Corrosion Fatigue Study of the Collapsed Polcevera Bridge, Italy10
Long-Term Monitoring of Temperature Differences in a Steel Truss Bridge with Two-Layer Decks Compared with Bridge Codes: Case Study10
Accelerated Bridge Construction10
Bridge Damage and Repair Detection Using an Instrumented Train10
Effect of Circumferential Gap on Dynamic Performance of CFST Arch Bridges9
Effects of Vertical Motion on Nonlinear Flutter of a Bridge Girder9
Investigation of Bridge Collapse Phenomena due to Heavy Rain Floods: Structural, Hydraulic, and Hydrological Analysis9
Wake-Induced Vibrations of the Hangers of the Xihoumen Bridge9
Continuous Modal Identification and Tracking of a Long-Span Suspension Bridge Using a Robust Mixed-Clustering Method9
Continuous Dynamic Monitoring of Human-Induced Vibrations at the Luiz I Bridge9
Maintaining Bridge Alignment during Seismic Events: Shear Key Design and Implementation Guidelines9
Static and Economic Analyses of Driven Steel H-Piles in IGM Using the WyoPile Database9
Blast Response and Damage Mechanism of Prefabricated Segmental RC Bridge Piers9
Transfer Learning to Enhance the Damage Detection Performance in Bridges When Using Numerical Models9
Full-Scale Experimental Study on Vibration Control of Bridge Suspenders Using the Stockbridge Damper9
Temperature Prediction of Flat Steel Box Girders of Long-Span Bridges Utilizing In Situ Environmental Parameters and Machine Learning9
Parametric Experimental Study of Ultra-Short Stud Connections for Lightweight Steel–UHPC Composite Bridges9
Wind-Induced Instability Mechanism of Old Tacoma Narrows Bridge from Aerodynamic Work Perspective9
Mechanical State Assessment of In-Service Cable-Stayed Bridge Using a Two-Phase Model Updating Technology and Periodic Field Measurements9
Genetic Algorithm-Markovian Model for Predictive Bridge Asset Management9
Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs8
Seismic Response of a Bridge Crossing a Canyon to Near-Fault Acceleration-Pulse Ground Motions8
Identifying Modal Parameters of a Multispan Bridge Based on High-Rate GNSS–RTK Measurement Using the CEEMD–RDT Approach8
Inerter Nonlinearity and Its Influence on Control Efficiency of TMDI for Suppressing Vortex-Induced Vibration of Bridges8
Direct Shear Strength Prediction for Precast Concrete Joints Using the Machine Learning Method8
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation8
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges8
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges8
Antislip Safety of Double-Cable Multispan Suspension Bridges with Innovative Saddles8
Experimental Investigation of Surface Preparation on Normal and Ultrahigh-Performance Concrete Interface Behavior8
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
Shear Capacity of Clamped Deck Slabs Subjected to a Concentrated Load8
Developing Fatigue Vehicle Models for Bridge Fatigue Assessment under Different Traffic Conditions8
Optimum Target Reliability Determination for Efficient Service Life Management of Bridge Networks8
Investigations on Large-Amplitude Vibrations of Rigid Models Using a Novel Testing Device8
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification8
Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast8
Adaptive Identification of Time-Varying Cable Tension Based on Improved Variational Mode Decomposition8
Experimental Investigation on High-Mode Vortex-Induced Vibration of a Flexible Stay Cable in Smooth Flow8
Comparison of Bridge Inspection Policies in terms of Data Quality8
Postearthquake Vertical Load-Carrying Capacity of Extended Pile Shafts in Cohesionless Soils: Quasi-Static Test and Parametric Studies8
Experimental Characterization of Static Behavior of a New GFRP–Metal Space Truss Deployable Bridge: Comparative Case Study8
Revisited Live Load for Simple-Span Bridges8
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower8
Influence of Transverse Crack Opening Size on Chloride-Induced Corrosion of Steel Bars in Concrete7
Model-Based Interpretation of Measurements for Fatigue Evaluation of Existing Reinforced Concrete Bridges7
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models7
Structural Behaviors of a Low-Profile Steel Plate–Reinforced UHPC Deck Panel with Longitudinal Ribs7
Bridge Damage, Repair Costs, and Fragilities for Inland Flood Events7
Failure Analysis of Dapped-End Cracking in Posttensioned Bridge Girder7
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps7
Experimental Study on the Seismic Behavior of Tie Bar Stiffened Round-Ended Concrete-Filled Steel Tube Columns7
Monitoring the Condition of Narrow Bridges Using Data from Rotation-Based and Strain-Based Bridge Weigh-in-Motion Systems7
Effect of Ice Accretion on the Aerodynamic Responses of a Pipeline Suspension Bridge7
Life-Cycle Performance Assessment of Aging Bridges Subjected to Tsunami Hazards7
Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading7
Behavior and Analysis of Simply Supported Bridges under Vessel Side Collisions: Implications from Collapse of the Taiyangbu Bridge7
Influence of the Double Composite Action Solution in the Behavior of a High-Speed Railway Viaduct7
Aesthetics and Torsional Rigidity Improvements of a Triple-Cable Suspension Bridge by Uniform Distribution of Dead Loads to Three Cables in the Transverse Direction6
Laboratory Investigation of the Structural Performance of a Corrugated Steel Culvert under Increasing Cover Depth6
Experimental Investigation of Curved-Soffit RC Bridge Girders Strengthened in Flexure Using CFRP Composites6
Cracking Performance in the Hogging-Moment Regions of Natural Curing Steel–UHPC and Steel–UHTCC Continuous Composite Beams6
Moment and Shear Distribution Factors for the Design of Simply Supported Skewed Composite Steel I-Girder Bridges Due to Dead Loading6
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects6
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads6
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs6
Survival Analysis of Concrete Highway Bridge Decks in Oregon Utilizing LASSO and Stepwise-Variable Selection6
Drift Ratio Limit States for Circular Concrete Columns Reinforced with Different Types of High-Strength Steel Reinforcing Bars6
Beam–Unequal Length Piles–Soil Coupled Vibrating System Considering Pile–Soil–Pile Interaction6
Evaluating OMA System Identification Techniques for Drive-by Health Monitoring on Short Span Bridges6
Assessment of Second-Order Effect in Externally Prestressed Steel–Concrete Composite Beams6
Nondestructive Experimental Measurement, Model Updating, and Fatigue Life Assessment of Çarşamba Suspension Bridge6
Control of Vortex-Induced Vibration of a Long-Span Bridge by Inclined Railings6
Joint Design Optimization for Accelerated Construction of Slab Beam Bridges6
Repairing Steel Girder End Corrosion Using Ultra-High Performance Concrete6
Study of Anticorrosion System and Anticorrosion Mechanism for the Main Cable of Suspension Bridge6
The Theoretical Impact Factor Spectrum for Highway Beam Bridges6
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm6
Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study6
Full-Scale Experimental Verification of UHPC-RC Composite Slab Culvert with a Clear Span of 8 m6
Design and Field Testing of a First Continuous Slab-on-Girder Bridge with a Hybrid GFRP–Steel-Reinforced Bridge Deck in Canada6
Acceptance of Corrosion-Resistant Steel in Design of Steel Girder Bridges Based on Expected Utility Theory6
Decision Framework for Traffic Control on Sea-Crossing Bridges during Strong Winds6
Parameterized Logistic Models for Bridge Inspection and Maintenance Scheduling6
Toward Key Research Gaps in Design Recommendations on Flexurally Plated RC Beams Susceptible to Premature Failures6
Research on Differences between Cylindrical and E-Shaped Dampers for the Bidirectional Seismic Control6
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis6
Fatigue Performance of Butt-Welded Tensile Plate Cable-Girder Anchorages of Long-Span Cable-Stayed Steel Box Girder Railway Bridges6
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data6
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge6
Review of Hydraulic Bridge Failures: Historical Statistic Analysis, Failure Modes, and Prediction Methods6
Early Warning for Abnormal Cable Forces of Cable-Stayed Bridges Considering Structural Temperature Changes6
Calibration of Strength Reduction Factor for Reinforced Ultra-High-Performance Concrete Bridge Girders in Flexure6
VIV Properties of π -Shaped Bridge Sectional Model: Dependence on Torsional-Bending Frequency Ratio5
Simultaneous Input and Parameter Estimation of Hysteretic Structural Systems Using Quasi-Monte Carlo-Simulation-Based Minimum Variance Unbiased Estimator5
Driven Piles in Fine-Grained Soil-Based Intermediate Geomaterials5
Fatigue Behavior of Rib-to-Floor Beam Junctions with Separate Inner Stiffeners in Orthotropic Steel Bridge Decks5
Seismic Performance-Based Design of Cable-Supported Bridges: State of Practice in the United States5
Design-Oriented Machine-Learning Models for Predicting the Shear Strength of Prestressed Concrete Beams5
Quasi-Full-Scale Experimental Study on Bridge Precast Concrete Columns under Static Loading5
Transverse Joint Design of Small–Medium-Span Fully Precast Steel–UHPC Lightweight Composite Bridge5
Stressing Sequence for Hanger Replacement of Tied-Arch Bridges with Rigid Bars5
Overlap of Splitting in Slabs with Closely Spaced Intermediate Anchorages5
Field Destructive Testing of a Reinforced Concrete Bridge Deck Slab5
A Novel Multiobjective Function for Finite-Element Model Updating of a Long-Span Cable-Stayed Bridge Using In Situ Static and Dynamic Measurements5
Vehicular Impact Resistance of FRP-Strengthened RC Bridge Pier5
Parametric Study on the Structural Behavior and Failure Mechanism of Skewed Inverted-T Bent Caps5
Effect of Multiple Environmental Factors on the Adhesion and Diffusion Behaviors of Chlorides in a Bridge with Coastal Exposure: Long-Term Experimental Study5
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables5
Factors Affecting Loss in Durability in Prestressed-Concrete Girders with Microcracking5
Pedestrian-Induced Load Identification from Structural Responses Using Genetic Algorithm with Numerical and Experimental Validation5
Seismically Resilient Hybrid Precast Concrete Piers with Ultrahigh-Performance Concrete5
Damping of Cable with HDR Damper Accounting for Restraint Boundary Conditions5
In Situ Evaluation of CFRP Strengthening for Corrosion-Deteriorated Bridge Bent Caps5
Fatigue Assessment of Welded Connections in I-Girder Composite High-Speed Railway Bridges5
Seismic Performance Assessment of a Retrofitted Bridge with Natural Rubber Isolators in Cold Weather Environments Using Fragility Surfaces5
Fatigue Assessment for Deck-Rib Welded Joints of Orthotropic Steel Deck Using a Simplified Nodal Force Structural Stress Approach5
Development of Fuzzy System Dynamics Model to Forecast Bridge Resilience5
Numerical and Theoretical Analysis of Slab Transverse-Moment Distributions in Twin-Girder Crossbeam Composite Bridges5
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue5
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading5
Aerodynamic Force Distribution Characteristics around a Double-Slotted Box Girder of a Long-Span Bridge during Vortex-Induced Vibration5
Time-Frequency-Based Bridge Scour Identification by Trend-Change Detection5
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges4
Frictional Resistance between Main Cable and Saddle for Suspension Bridges. I: Friction Characteristic of Single Strand4
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