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 2021-09-01 to 2025-09-01.)

Article	Citations
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	315
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	262
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	130
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach	83
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	78
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	76
Reviewers	71
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	58
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	56
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	52
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	51
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	50
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers	47
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	47
Symbolic Deep Learning for Structural System Identification	44
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing	44
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	43
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	43
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	41
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications	40
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	39
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	39
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models	39
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps	38

A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	38
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	38
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology	38
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders	38
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms	37
Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs	37
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis	36
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	36
Development of a Novel Anchorage System for Shape Memory Alloy Bars in Self-Centering Structures	36
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	36
Effect of Rotational Base Stiffness on the Behavior of Load-Bearing Masonry Walls	36