OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Bridge Engineering is 26. 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 2022-01-01 to 2026-01-01.)

Article	Citations
An Analytical Method for Tension Force Estimation of Arch Bridge Suspenders Considering Multiple Factors	106
Comparison of Seismic Upgrading Techniques Applied to an Existing Prestressed Concrete Bridge	76
Alternate Load Paths Redundancy Analysis of Steel Truss Bridges	74
Evaluating the Performance of Protection Beams Subject to Overheight Vehicular Impacts Using Analytical and Machine Learning–Based Methods	53
Effects of Antisymmetric Load Component on Collapse of Concrete Box-Girder Bridges	48
Modified Method for Accurate Evaluation of Overturning Limit on Restrainer-Reinforced Single-Column Pier Bridges	47
Improved Wave Equation Analysis of Steel H-Piles in Shales Considering LRFD and Economic Impact Studies	41
Experimental Study on the Degradation of Mechanical Properties of Galvanized High-Strength Steel Wires for Bridge Cables Considering Prefatigue Effect	38
Effects of Nonuniform Crosswinds in Valleys on Dynamic Responses of High-Speed Trains and Long-Span Suspension Bridges	36
Comparison of Markovian-Based Bridge Deterioration Model Approaches	36
Mechanistic Modeling of Construction Defects in Concrete Decks Subject to Corrosion-Induced Deterioration	36
Fragility Evaluation of Bridge Pile Foundation Considering Scour Development under Floods	35
Direct Shear Strength of UHPC Large-Keyed Epoxy Joint: Theoretical Model and Experimental Verification	34
Preliminary Design of a Steel–UHPFRC Composite Truss Arch Bridge and Model Tests of K-Joints	33
Schemes for Improving Flutter Performance of Suspension Bridges during Deck Erection under Normal and Skew Winds	30
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 Displaceme	29
Study on Cross-Sectional Performance of Steel Shell–Concrete Composite Pylons	28
Structural Behavior and Load Distribution Factor of a T-Girder Bridge with Various Truss Diaphragms	28
Performance Evaluation of Prestressed Girders with 17.8-mm (0.7-in.) Strands	27
Calibrating a Physics-Based Corrosion Model with Field-Based Bridge Condition Data	27
Analytical Vehicle–Bridge Interaction Simulation Using Estimated Modal Parameters from Ambient Vibration Tests	27
Quantitative Resistance Assessment of Steel Girder Bridges Subjected to Blast Loads	27
Built-Up Press Brake-Formed Tub Girders	27
Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures	26
Flexural Behavior of Steel–UHPC Composite Beams with Waffle Slabs under Hogging Moment	26

Tensile–Bending–Corrosion Fatigue Analysis of the Parallel Steel Wire Cable in Suspension Bridges	26
Investigation on Flexural Performance of Orthotropic Steel–ECC Composite Bridge Decks	26