Journal of Bridge Engineering

Papers
(The H4-Index of Journal of Bridge Engineering is 27. 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 2022-08-01 to 2026-08-01.)
ArticleCitations
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges88
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges61
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration57
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods47
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge46
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification42
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect42
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges39
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors39
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods37
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges34
Comparison of Markovian-Based Bridge Deterioration Model Approaches34
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds32
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints32
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons31
Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP29
Flutter Stability and Mechanisms of Long-Span Truss Girder Bridges in Mountainous Areas under Various Angles of Attack29
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands29
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads29
Identifying Critical Category Combinations of Bridge Cables at Risk of Internal Resonances Using Data Mining Technology28
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data28
Residual Flexural Capacity of Composite Beams with Corroded Studs after Fatigue27
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment27
Fatigue Behavior of Reinforced Concrete Bridge Decks under Moving Wheel Loads: A State-of-the-Art Review27
Probabilistic Framework for Seismic Loss Assessment of Aging Highway Bridges in Crustal and Subduction Zones27
Optimal Strategies for Locally Owned Bridges: Quantifying Payoffs in Repeated Games to Address Performance Deficiencies and Prevent Defection27
Static Push-Out Tests on 29 mm Diameter Shear Studs27
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