Journal of Bridge Engineering

Papers
(The H4-Index of Journal of Bridge Engineering is 25. 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 2021-11-01 to 2025-11-01.)
ArticleCitations
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges91
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies71
Comparison of Markovian-Based Bridge Deterioration Model Approaches68
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors47
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods42
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints42
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge39
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges38
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods36
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect36
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration35
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges34
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges33
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds32
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification32
Reviewers30
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons28
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms28
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.) Strands27
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads26
Static Push-Out Tests on 29 mm Diameter Shear Studs26
Reliability Analysis of Road Vehicle and Train-Running Safety When Meeting on a Single-Level Rail-cum-Road Bridge under Crosswind Conditions26
Interfacial Shear Transfer between Steel H-Piles and Concrete Encased in CFRP25
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data25
Built-Up Press Brake-Formed Tub Girders25
0.041850805282593