OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Structural Engineering is 36. 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 2021-08-01 to 2025-08-01.)

Article	Citations
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	303
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders	253
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach	123
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	80
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	78
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	75
Reviewers	71
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	71
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	55
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	54
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	52
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	52
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	50
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	49
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	47
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	47
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers	44
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	44
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing	43
Symbolic Deep Learning for Structural System Identification	43
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	40
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	40
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications	39
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	39
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models	38

Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps	38
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures	37
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	37
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	37
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	37
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System	36
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection	36
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	36
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures	36
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result	36
A Macromechanical Constitutive Model for Rebar Buckling	36