Journal of Bridge Engineering

Papers
(The H4-Index of Journal of Bridge Engineering is 21. 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 2021-02-01 to 2025-02-01.)
ArticleCitations
Lateral Cyclic Response of RC Bridge Piers Made of Recycled Concrete: Experimental Study66
Theoretical and Numerical Study on Dynamic Characteristics of Composite Trough Girder with Corrugated Steel Webs56
Integral Abutment Connections with Grouted Reinforcing Bar Couplers and Ultrahigh-Performance Concrete54
Model Updating Using Bridge Influence Lines Based on an Adaptive Metamodel Global Optimization Method45
Bending-Induced Stresses in Parallel Seven-Wire Strand Stay Cables39
Simplified Added-Mass Model for Evaluating the Response of Rectangular Hollow Bridge Piers under Earthquakes36
Manual Estimation of Elastic Lateral Torsional Buckling Resistance of I-Section Members with Cross-Section Transitions35
Seismic Behavior of GFRP-RC Circular Bridge Columns under Eccentric Lateral Cyclic Loading: Influence of Transverse Reinforcement Ratio and Configuration34
A Roadmap for an Integrated Assessment Approach to the Adaptation of Concrete Bridges to Climate Change34
Seismic Damage Analysis of Piled Pier System Constructed on Soft Clay Ground30
Experimental Investigation of Postearthquake Vertical Load-Carrying Capacity of Scoured Reinforced Concrete Pile Group Bridge Foundations30
Main Cable Shape-Finding and Live Load Response of the Suspension Bridge with Central Buckles: An Analytical Algorithm27
Comparison of Seismic Demands on RC Bridge Columns Using the AASHTO Guide Specification, DDBA, and Nonlinear Analysis for Shallow Crustal and Subduction Tectonic Regimes26
Hysteretic Behavior of Bolt Connections in Timber–Concrete Composite Bridges: Experimental and Numerical Research26
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods26
Analytical Investigation of Performance of Passive Negative Stiffness Damper in Two-Cable Hybrid Network24
Wind-Induced Accidents on the Transition Section of a Cable-Stayed Bridge: Cause and Remedy24
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges24
Evaluation of Countermeasures for Hydraulic Loading on Bridges24
Circular Shear Pocket Connection for Full-Depth Precast Concrete Deck Construction23
Experimental Study on Behavior and Failure Mode of PSRC Bridge Pier under Close-In Blast Loading23
Pseudostatic Behavior of Precast Piers with Composite Pier–Pile Cap Connections: Experimental Investigation21
Analyzing Wind-Induced Snow Redistribution on Box Girder Bridges Using Wind Tunnel Tests21
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification21
Analytical and Numerical Behavior of Double Composite Steel Bridges21
Performance-Based Retrofits of Long-Span Truss Bridges Based on the Alternate Load Path Redundancy Analysis21
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