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 2021-06-01 to 2025-06-01.)

Article	Citations
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	283
Reviewers	234
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	111
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	96
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing	74
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	73
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	68
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	67
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	61
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	60
Numerical Investigation of High-Strength Steel and Ultrahigh-Performance Concrete for Ductile Rectangular Hollow Columns	60
Double-HSS Seismic Resistant Beam-to-Column Moment Connections	58
Bayesian Joint State-Parameter-Input Estimation of Flexible-Base Buildings from Sparse Measurements Using Timoshenko Beam Models	52
Earthquake and Postearthquake Fire Testing of a Midrise Cold-Formed Steel-Framed Building. II: Shear Wall Behavior and Design Implications	51
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps	51
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers	50
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	46
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach	46
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	45
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	44
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	43
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders	41
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	40
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	38
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	38

Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	38
Symbolic Deep Learning for Structural System Identification	37
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement	37
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	37
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading	36
Erratum for “Dynamic Response of RC Elements Subjected to Combined Loading of Blast and Fragments” by Hezi Y. Grisaro and Avraham N. Dancygier	36
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation	36
Evaluation and Enhancement of Robustness for Reinforced Concrete Buildings	36
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	36
Stiffness of Rubber Bearings Considering Nonstandard Top and Bottom Boundary Conditions	36
In-Plane Shear Cyclic Performance of Spline Cross-Laminated Timber-Concrete Composite Diaphragms	35
Slender RC Columns Strengthened with a Novel Hybrid Strengthening System of External Longitudinal and Transverse FRPs	35