OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Structural Engineering is 37. 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 2022-06-01 to 2026-06-01.)

Article	Citations
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	170
Reviewers	110
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	105
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	77
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls	74
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	71
Seismic Response Estimation and Performance Assessment of Large-Scale Structures Using Deep-Learning Methods	69
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	68
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	61
Influence of Web Buckling on Flexural Performance of Bolted CFS Apex Sleeve Connector between Single-Channel Rafters	57
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	57
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	56
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	56
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	51
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	50
Symbolic Deep Learning for Structural System Identification	48
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	48
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	48
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	46
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	46
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	45
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	45
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	43
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	42
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	42

Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	41
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	41
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased	40
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire	40
A Macroscopic Constitutive Model for Stainless Steel under Various Strain Amplitudes	40
Cyclic Loading Test for Beam–Column Joints of Precast Concrete Beam and Concrete-Encased Steel Angle Column	39
Generalized Shear Strength Model for Wall/Slab L-Joints in Steel-Plate Composite/Reinforced Concrete Structures	39
Seismic Behavior of a Concrete Rocking Wall with Controllable SMA Dampers: Concept and Experimental Evaluation	38
Optimum Design of Pendulum Tuned Mass Dampers Considering Control Performance Degradation from Damper Connection	38
Hysteretic Behavior of Self-Centering Shear Wall Incorporating Superelastic Shape Memory Alloy Bars and Engineered Cementitious Composites Subjected to Cyclic Loading	37
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems	37
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis	37
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result	37