OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Structural Engineering is 35. 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.)

Article	Citations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	329
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	138
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach	89
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	82
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders	82
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	80
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	70
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	60
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	60
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	58
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	52
Reviewers	51
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	48
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	47
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	47
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	46
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers	45
Symbolic Deep Learning for Structural System Identification	45
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	44
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	43
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	42
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps	42
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	42
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing	40
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	40

Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	40
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	40
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications	40
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures	39
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	39
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	38
Response Characteristics of Gabion Wall under Large TNT-Equivalent Explosives	37
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System	37
Modeling Crushed Concrete Depth and Its Impact on Anchors Shear Capacities	37
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation	37
Equivalent Viscous Damping for Dual Frame-Wall Resilient System	35
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement	35