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 2021-04-01 to 2025-04-01.)
ArticleCitations
Integral Abutment Connections with Grouted Reinforcing Bar Couplers and Ultrahigh-Performance Concrete69
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method55
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables52
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes45
Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions38
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration32
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 Bridg31
Theoretical Study and Parametric Analysis on Restrained Torsion of Composite Box Girder Bridge with Corrugated Steel Webs30
Investigation of Retrofit Strategies to Extend the Service Life of Bridge Structures through Active Control30
Behavior of a Network Tied-Arch Bridge Subjected to Sudden Hanger Loss Scenarios30
Experimental and Analytical Investigation into the Effect of Ballasted Track on the Dynamic Response of Railway Bridges under Moving Loads30
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification30
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research29
Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm29
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges28
Comparison of Seismic Demands on RC Bridge Columns Using the AASHTO Guide Specification, DDBA, and Nonlinear Analysis for Shallow Crustal and Subduction Tectonic Regimes27
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods25
Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction24
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges24
Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy24
Evaluation of Countermeasures for Hydraulic Loading on Bridges24
Multiparameter Identification of Bridge Cables Using XGBoost Algorithm23
Analyzing Wind-Induced Snow Redistribution on Box Girder Bridges Using Wind Tunnel Tests23
Analytical and Numerical Behavior of Double Composite Steel Bridges23
Experimental Investigation of Nonlinear Cyclic Behavior of Circular Concrete Bridge Piers with Pitting Corrosion23
Bridge Rating for Vehicles with Grandfather Provisions22
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation22
Study of Causes and Preventive Measures of the Support System Settlement Accident during Cast-In-Situ Bridge Construction: A Case Study22
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis22
Field Measurements of Wind Microclimate at the Vehicle Level on a Bridge Deck under Typical Canyon Terrain21
Concept and Preliminary Static Analysis of Hybrid Anchored Suspension Bridge21
Damping Capacity and Seismic Performance of a Torsional Metallic Damper Using a Displacement Amplification Mechanism21
Concrete Bridge Barriers: State-of-the-Art and Design Implementation20
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges20
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods20
Cross-Sectional Moment Capacity Prediction of Steel Box Girders Based on the CSM20
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations19
Estimation of the Moment Capacity during Bridge Service Life for Structural Health Monitoring System19
Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study19
Mechanism of Using L-Shaped Steel Plate and Rubber to Enhance Seismic Performance of Bridge Pier with Low Reinforcement Ratio19
John A. Roebling’s 1846 Smithfield Street Bridge: History, Design, and Performance18
Comparison of Markovian-Based Bridge Deterioration Model Approaches18
Analytical Investigation of Performance of Passive Negative Stiffness Damper in Two-Cable Hybrid Network18
Vertical Crowd–Structure Interaction Modeling: Numerical and Experimental Assessment of a Cable-Stayed Footbridge18
Flexural Behavior on a Steel–UHPC Composite Deck System of Long-Span Bridges18
Flexural Behavior and Model of Curved Bolt Connections with UHPC Grout and CFRP Tendons for Prefabricated Concrete Panels17
Structural Behavior of Bridge Deck Slabs Made with GFRP-Reinforced Lightweight Self-Consolidating Concrete17
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies17
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration17
Field Evaluation of Fatigue Stresses in a Modern Highly Skewed Steel I-Girder Bridge17
Eliminating the Bridge Modal Variability Induced by Thermal Effects Using Localized Modeling Method17
Design Approach and Practical Formulas of Electromagnetic Inertial Mass Dampers for Cable Multimode Control17
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges17
Investigation of the Buckling Capacity of Concrete Encased Steel H-Piles on Highway Bridge Structures17
Temperature Calculation Method for Hanger Systems Exposed to Multigrade Vehicle Fires17
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect17
Performance-Based Seismic Design for Retrofitting Deficient Bridge Bents: Developing Performance-Based Damage States17
Unsupervised Stiffness Evaluation of High-Speed Railway Bridges Using Periodic Monitoring Data17
Damage Detection Approach for Bridges under Temperature Effects using Gaussian Process Regression Trained with Hybrid Data16
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints16
Damage Localization in a Steel Truss Bridge Using Influence Lines Identified from Vehicle-Induced Acceleration16
Seismic Analysis of Posttensioned and Hybrid Bridge Bents with Buckling Restrained Braces16
Rapid Evaluation of Load-Carrying Capacity of Long-Span Bridges Using Limited Testing Vehicles15
A WIM-Based Assessment of Multiple Vehicle Presence Effects on Fatigue Damage of Highway Bridges15
Study on Dynamic Characteristics of an Improved Composite Box Girder with Corrugated Steel Webs15
Failure Mechanisms Governing Fatigue Strength of Steel–SFRC Composite Bridge Deck with U-Ribs15
Structural Behaviors of a Low-Profile Steel Plate–Reinforced UHPC Deck Panel with Longitudinal Ribs15
Genetic Algorithm-Markovian Model for Predictive Bridge Asset Management15
Coupled CFD–FEM Simulation Methodology for Fire-Exposed Bridges14
Parametric Investigation of Load-Induced Cross-Frame Fatigue Effects in Composite Steel I-Girder Bridges14
A Roadmap for an Integrated Assessment Approach to the Adaptation of Concrete Bridges to Climate Change14
Genetic Programming–Based Drift Ratio Limit Models for Segmental Posttensioned Precast Concrete Piers14
Shear Strength of Short Rectangular Bridge Columns14
Numerical Simulations of Abutment PRB Structures with Post-Tensioned Unbonded Prestressing Tendons for Highway Bridges under Horizontal Seismic Loads14
Strut-and-Tie Model-Based Prestress Design for the Cable–Pylon Anchorage Zone of Cable-Stayed Bridges13
Resistance Capacity of a Hybrid Titanium–Clad Bimetallic Steel Plate Girder under Patch Loading13
Behavior of RC Beams Strengthened with Near-Surface Mounted Aluminum Alloy Bars under Fully Reversible Cyclic Loads13
Field Behavior of Integral Abutment Bridges under Thermal Loading13
Seismic Behavior of Arch Bridge Abutments under Sandy-Gravel Foundations with Different Grouting Depths: Insights from Shaking Table Tests13
A Framework for Identification of the Critical Members for Truss Bridges through Nonlinear Dynamic Analysis13
Reversed-Cyclic Response of Shear-Critical Rectangular Bridge Columns13
Residual Axial Capacity Estimates for Bridge Columns Subjected to Combined Vehicle Collision and Air Blast13
Determination of Reduction Factor of Shear Key Configurations for Calculating Direct Shear Strength of Precast Concrete Dry Joints Using Parametric Finite-Element Simulations13
Life Cycle Thinking–Based Decision Making for Bridges under Seismic Conditions. II: A Case Study on Bridges with Superelastic SMA RC Piers13
Failure Analysis of Continuous Highway Steel I-Multigirder Bridges under the Combined Effect of Fatigue and Overloading Events12
An Analytical Algorithm for Estimating the Deck’s Maximum Deflection and Deck-End Rotation Angle of a Suspension Bridge under Live Load12
Real-Time Bridge Deflection Prediction Based on a Novel Bayesian Dynamic Difference Model and Nonstationary Data12
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge12
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors12
Shear Capacity of Precast Concrete Shear Keys with Ultrahigh-Performance Concrete for Connections12
Case Study of Long-Term Bearing and Expansion Joint Movement on a Prestressed Concrete Bridge12
Incremental Dynamic Analysis–Based Procedure for the Development of Loading Protocols12
Underwater Surface Defect Recognition of Bridges Based on Fusion of Semantic Segmentation and Three-Dimensional Point Cloud11
Deep Learning-Based Minute-Scale Digital Prediction Model of Temperature-Induced Deflection of a Cable-Stayed Bridge: Case Study11
Identification of Vortex-Induced Vibration on the Osman Gazi Suspension Bridge Tower and Mitigation by an Active Mass Damper11
Shake Table Tests on RC Double-Column Bridge Piers with Self-Centering Energy Dissipation Braces11
Determining Orders of Modes Sensitive to Hinge Joint Damage in Assembled Hollow Slab Bridges11
Seismic Performance of Precast Segmental Bridge Columns Reinforced with Both Stainless-Steel Bars and GFRP Bars11
Transverse Joint Design of Small–Medium-Span Fully Precast Steel–UHPC Lightweight Composite Bridge11
Reviewers10
Structural Investigation of Masonry Arch Bridges Using Various Nonlinear Finite-Element Models10
Test and Analysis of Postfire Fatigue Performance of Steel Wires and Cables10
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 Displaceme10
Experimental Study of Concrete Slab–Base Interaction for a Seamless Bridge–CRCP System10
Influence of Sectional Depth on Structural Behavior of Bridge Pier Caps10
Study on Fatigue Behavior of Orthotropic Steel Bridge Deck that Considers Corrosion Effects10
Construction Monitoring of Self-Anchored Suspension Bridge with Inclined Tower10
Vine Copula Data Fusion for Failure Probability Analysis of Steel Bridge Girder Section10
Calibration of LRFD Mechanical Design for Movable Bridges10
Combined Load Test and NDE: Novel Method to Diagnose and Load Rate Prestressed Concrete Girder Bridges with Serviceability Issues10
A Rapid Evaluation Method for the Vertical Condition of Bridge Substructures Using Bayesian System Identification and Output-Only Measurements10
Identification of the High-Order Rational Function of Bridge Decks by SDOF Forced Vibration Testing9
Optimizing Double Launching Noses for Incrementally Launched Equal-Span Continuous Girder Bridges9
Caisson-Bored Pile Composite Anchorage Foundation for Long-Span Suspension Bridge: Feasibility Study and Parametric Analysis9
Deep Learning–Based Inspection Data Mining and Derived Information Fusion for Enhanced Bridge Deterioration Assessment9
Experimental Studies of Extracting Bridge Mode Shapes by Response of a Moving Vehicle9
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds9
Study of Anticorrosion System and Anticorrosion Mechanism for the Main Cable of Suspension Bridge9
Effects of Near-Fault Pulse-Like Ground Motions and Pulse Parameters on a High-Speed Railway Long-Span Arch Bridge–Track System9
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data9
Representation of Incidence Angle in Seismic Analysis of Skewed Highway Bridges9
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests9
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms9
Time-Dependent Reliability Assessment of Long-Span PSC Box-Girder Bridge Considering Vehicle-Induced Cyclic Creep9
Calculating Local Force of Corrugated Steel Culvert Buried at Shallow Cover Depth Using a Thrust Modification Factor9
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones9
Probabilistic Connectivity Assessment of Road Networks Subjected to Ground Motion and Tsunamis Considering the Spatial Correlations among Hazard Intensities9
Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges9
Determining Strain Threshold Values for Bridge Condition Assessment Using Normal Mixture Models9
A Fully Precast Pier System for Accelerated Bridge Construction in Seismic Regions9
Built-Up Press Brake-Formed Tub Girders9
Finite-Element-Based Study on Girder Behavior and Load-Sharing of Shear-Connected Multigirder Prestressed Concrete Bridges9
Longitudinal Joints between Deck Bulb Tee Girders Made with Nonproprietary Ultra-High-Performance Concrete9
Cyclic Behavior of Precast Double-Column Bridge Bents with Lap Splice Connections by UHPC9
Pile Group Effect Modeling and Parametric Sensitivity Analysis of Scoured Pile Group Bridge Foundations in Sandy Soils under Lateral Loads9
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment8
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue8
Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration8
Thermally Induced Behavior of Paired Internally Cured Concrete and Conventional Concrete Decks in Composite Bridges8
Full-Scale AASHTO Type II Girders Prestressed with Stainless Steel Strands8
Corrosion Fatigue Evaluation of Suspender Cables in Railway Bridges Considering the Effect of Train-Induced Flexural Vibration8
Seismic Behavior of Strengthened RC Columns under Combined Loadings8
Vibration Damping of a Taut Cable with the Hybrid Application of a Viscous Damper and a Tuned Mass Damper8
Assessing Temperature-Induced Deflections in Cable-Stayed Bridges during Construction: An Elastic Foundation Beam Model Approach8
Stress Response Behaviors of Steel Wires at the Anchorage Part of Bridge Cables under Tension and Bending Coupling Loads8
Short-Term Structural Response of Integral Abutment Bridge Approach Slabs Subjected to Live Loading and Thermal Effects8
Ultimate Resistance of Stiffened Curved Plates with Trapezoidal Stiffeners under Uniaxial Compression7
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads7
A Drive-By Frequency Identification Method for Simply Supported Railway Bridges Using Dynamic Responses of Passing Two-Axle Vehicles7
Multirate UKF Damage Identification Based on Computer Vision Monitoring of Ship–Bridge Collisions7
Safety-Margin Design for Gravity-Type Anchorage of Suspension Bridges over 2,000 m Long Based on Target Reliability7
Seismic Performance of Self-Centering Post-Tensioned Concrete Columns Reinforced with Steel–GFRP Bars and GFRP Spirals7
Soil–Structure Interaction Analysis of Transition Zone Deformations due to Imposed Abutment Displacement Cycles in an Integral Bridge7
Time-Dependent Flexural Deformations in Composite Prestressed Concrete and Steel Bridge Beams. I: Prediction Methodology7
Wear Life Prediction of Sliding Bearings Based on Multitype Monitoring Data of Bridges7
Design Formulas of Electromagnetic Inertial Mass Dampers for Cable Vibration Mitigation7
Performance Alarming for Stay Cables Based on a Frequency–Deformation Relationship Model7
Early Warning Method for Bearing Displacement of Long-Span Bridges Using a Proposed Time-Varying Temperature–Displacement Model7
Effect of Climate Change on Thermal Loads in Concrete Box Girders7
Potential Improvement in Rating Factors of Concrete T-Beam Bridges through Refined Analysis: Evaluation of Distribution Factors7
Investigations on Large-Amplitude Vibrations of Rigid Models Using a Novel Testing Device6
Deformation of a Tapered Box Girder with Trapezoidal Corrugated Steel Webs Considering the Resal Effect: Theory, Experiments, and Numerical Simulations6
Time-Dependent Reliability-Based Methodology for Assessing Fracture Toughness Requirements for Highway Bridges6
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review6
Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation6
Fire Hazards in Bridges: State of the Art, Recent Progress, and Current Research Gaps6
Identification of Aerodynamic Derivatives of a Box-Girder Bridge Deck with Twin Active Flaps Using CFD Simulations6
Shear Behavior of Low-Aspect-Ratio Precast Bridge Columns with Grouted Sleeve Connection Considering the Effect of Axial Load Ratios6
Life-Cycle Performance Assessment of Aging Bridges Subjected to Tsunami Hazards6
Vertical and Horizontal Combined Algorithm for Missing Data Imputation in Bridge Health Monitoring System6
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures6
Ductile Behavior of Scoured RC Pile-Group Foundations for Bridges in Cohesionless Soils: Parametric Incremental Dynamic Analysis6
New Formulation for Estimating the Moment Capacity of Rocking Shallow Foundations Resting on Partially Saturated Soil6
Full-Range Modeling of Underdeck Cable-Stayed Bridges6
Probabilistic Identification Method of Cable Force Considering Uncertain and Missing Modal Frequencies6
Data Filtering in Vehicle–Bridge Impact Simulations: Evaluation of Different Force Filtering Methods and Recommendations6
The Theoretical Impact Factor Spectrum for Highway Beam Bridges6
Analysis of Symmetrical Wires Breaking in Unbonded Prestressed Steel Strand Considering Bending Deformation6
Full-Scale Fatigue Tests of a New Rib-to-Floor Beam Connection for Orthotropic Steel Decks6
A Benchmark Data Set for Vision-Based Traffic Load Monitoring in a Cable-Stayed Bridge6
Dynamic Response of a Joint Anticollision Device for Adjacent Bridges under a Large-Tonnage Ship Impact6
Probabilistic Models for Fatigue Resistance of Seven-Wire Prestressing Strands and Stay Cables6
Continuous Modal Identification and Tracking of a Long-Span Suspension Bridge Using a Robust Mixed-Clustering Method6
Assessment of Substandard Concrete Barriers as Protective Structures to Bridge Piers against Vehicular Collision Force6
Resilience Assessment of Shape Memory Alloy–Reinforced Concrete Coastal Bridges Subjected to Tsunami Loads6
High-Dimensional Model Approach for Stochastic Response of Multispan Box Girder Bridges6
Ultrahigh-Performance Concrete for Improving Impact Resistance of Bridge Superstructures to Overheight Collision6
Static Push-Out Tests on 29 mm Diameter Shear Studs5
A State-of-the-Art Review of Bridge Inspection Planning: Current Situation and Future Needs5
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands5
Quasi-Full-Scale Experimental Study on Bridge Precast Concrete Columns under Static Loading5
Machine Learning–Based Bridge Maintenance Optimization Model for Maximizing Performance within Available Annual Budgets5
Experimental Investigation of Effects of Wind Yaw Angles and Turbulence on Postflutter Behaviors of a Suspension Bridge Model5
Vertical Vibration Response of Footbridges with Fundamental Natural Frequency up to 10 Hz under Dynamic Loading by Single Pedestrian5
Long-Term Behavior of a Prestressed Concrete Bridge with Corrugated Steel Webs5
Study on the Shear Behavior of Prismatic and Tapered Continuous Beams with Corrugated Steel Webs under External Prestressing Force5
Experimental and Numerical Study on the Aerodynamic Admittance of Twin-Box Bridge Decks in Sinusoidal Gusts and Continuous Turbulence5
Dual Resonator-Type Electromagnetic Energy Harvester for Structural Health Monitoring of Bridges5
Fatigue Performance Test and Finite-Element Analysis of Concrete-Filled Steel-Tube K-Joints5
Numerical Analysis on Shear Behavior of Grouped Head Stud Shear Connectors between Steel Girders and Precast Concrete Slabs with High-Strength Concrete-Filled Shear Pockets5
Bridge Damage and Repair Detection Using an Instrumented Train5
Experimental and Numerical Study of Transversal Flexural Behavior on Steel Ultrahigh-Toughness Cementitious Composite Bridge Decks5
Concrete Additional Stress near Intermediate Support for Composite Girder Bridges with Corrugated Steel Webs5
Discussion of “Evaluation of Pretensioned Girders with Partial-Strand Debonding” by Mathew W. Bolduc, Avdhesh Gaur, Bahram M. Shahrooz, Kent A. Harries, Richard A. Miller, and Henry G. Russell5
Distributed Detection and Quantification of Cracks in Operating Large Bridges5
Wind–Temperature Characteristics of a Cable-Stayed Bridge along the Yellow Sea under Superstrong Typhoon Lekima5
Repair and Retrofit of RC Bridge Piers with Steel-Reinforced Grout Jackets: An Experimental Investigation5
Damage Analysis of Concrete Open-Spandrel Deck Arch Bridges under Seismic Loads5
Statistical Investigation on the Temperature Actions of CFST Truss Based on Long-Term Measurement5
Rapid Estimation of Bridge Key Deflection Through Optimized Substructural Impact Testing5
Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data5
Kriging–KNN Hybrid Analysis Method for Structural Reliability Analysis5
Seismic Responses and Damage Control of Long-Span Continuous Rigid-Frame Bridges Considering the Longitudinal Pounding Effect under Strong Ground Motions5
Design-Oriented Machine-Learning Models for Predicting the Shear Strength of Prestressed Concrete Beams5
Test and Simulation of the Shear Resistance of the Composite Deck Using Reinforcement Frame as the Shear Connector5
Performance Warning of Bridges under Train Actions through Equivalent Frequency Response Functions5
Reviewers5
FEM-Based Shape-Finding and Force-Assessment of Suspension Bridges via Completed Loop Adjustment5
Experimental Investigation of the High-Temperature Performance of High-Strength Steel Suspension Bridge Wire4
Wave Forces on a Submerged Bridge Deck with a Box Girder Situated over a Step Bottom4
Repairing Steel Girder End Corrosion Using Ultra-High Performance Concrete4
Reproducibility in Journal of Bridge Engineering Papers4
Simplified Analytical Model for Predicting the Transverse Stress of Steel Box Girder with Large Cantilevers in Cable-Stayed Bridges4
Analytical Investigation of Fatigue Behavior in a Modified Composite Steel Box Concrete Girder Bridge with Corrugated Steel Webs under Pavement and Expansion Joint Deterioration4
Strengthening of Steel Connections in a 92-Year-Old Railway Bridge Using Prestressed CFRP Rods: Multiaxial Fatigue Design Criterion4
A Multiscale Modeling and Updating Framework for Suspension Bridges Based on Modal Frequencies and Influence Lines4
Long-Term Monitoring of Drag Force on Integral Abutment Piles: Instrumentation and Data Analysis4
Static Response Assessment of the Entire Suspension Bridge under Horizontal Transverse Live Load: An Analytical Calculation Method4
Simple Moment–Rotation Methodology for Predicting the Capacity of Concrete-Filled Steel Pipe Piles to Concrete Cap Connections4
Experimental Research on Residual Clamping Force of Friction High-Strength Bolt after Corrosion Loss Simulated by Wire Cutting4
Structural Behavior of Novel Precast TL-5 Bridge Barriers Using Ultrahigh-Performance Fiber-Reinforced Concretes4
Implementation of Wireless Sensor Network for Continuous Seismic Monitoring of Isolated Cable-Stayed Bridge4
Analytical Shape-Finding of the Three-Dimensional Wind-Resistant Rope System of a Suspension Bridge4
Influence of Embedment on Seismic Pile Group Response: Experimental and Numerical Investigations4
Focal Mechanism Influence with Azimuth Using Near-Field Simulated Ground Motion: Application to a Multispan Continuous Concrete Single-Frame Box-Girder Bridge4
Parametric Study of Skewed Steel I-Girder Bridge Truck Live Load Response4
Limit Analysis for Evaluation of Compression Diagonal Gusset Plates in Steel Truss Bridges4
Experimental and Numerical Study of Seismic Response in CFRP-Strengthened and Damaged Rectangular Hollow Bridge Piers4
Experimental and Numerical Study on Axial Capacity of FRP-Rehabilitated Postblast RC Bridge Pier4
Nondestructive Bridge Deck Evaluation Using Sub-mm 3D Laser Imaging Technology at Highway Speeds4
Equivalent Plane Algorithm for Static Analysis of Cable-Stayed Bridge with Spatial Cables4
Behavior of Fiber Reinforced Key Joints in Precast Concrete Segmental Bridge: Experimental and Numerical Analysis4
Strand Debonding for Prestressed Concrete Girders to Control End Horizontal Web Cracks Based on a Modified G-S Model4
Model-Based Interpretation of Measurements for Fatigue Evaluation of Existing Reinforced Concrete Bridges4
Weak-End and Frequency Detection of Elastically Supported Bridges by Contact Residual Response of Two-Axle Test Vehicle in a Round Trip4
Strengthening of Steel Through-Girder Bridges Using UHPC and Post-Tensioning4
Staggered-Supported Steel Anchor Box System for Cable-Stayed Bridges4
Hybrid Approach for Supervised Machine Learning Algorithms to Identify Damage in Bridges4
Extended Monitoring of Earth Pressures Behind a 90 m Integral Bridge4
Comparative Study on the Wake-Induced Vibration of PWS and WR Six-Cable Hangers of Suspension Bridges and Its Mitigation4
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