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 2022-01-01 to 2026-01-01.)

Article	Citations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	146
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls	92
Bonding Time and Prestress Loss in Precast Pretensioned Concrete during Steam Curing	91
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	86
Treatment of Warping Deformation of Curved I-Beams for Out-of-Plane Deformational Analysis by Straight-Element Approach	70
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	64
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	61
Reviewers	60
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	58
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	56
Practical Approach to Digitally Simulate Nonsynoptic Wind Velocity Profiles and Its Implications on the Response of Monopole Towers	52
Symbolic Deep Learning for Structural System Identification	51
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	50
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	50
Shear Behavior of Ultrahigh-Performance Concrete Pretensioned Bridge Girders	49
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	47
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	46
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	44
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	43
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	43
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	42
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	42
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	42
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	41
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	41

Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	41
Experiments and Analysis of Unstiffened Eight-Bolt End-Plate Moment Connections for Seismic Applications	41
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	41
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	39
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	39
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation	37
Cyclic Testing of Lap-Spliced Columns Retrofitted with UHPC-Cover Replacement	37
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire	36
Equivalent Viscous Damping for Dual Frame-Wall Resilient System	36
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement	35