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 2022-08-01 to 2026-08-01.)

Article	Citations
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	183
Reviewers	116
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	108
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls	84
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	82
Seismic Response Estimation and Performance Assessment of Large-Scale Structures Using Deep-Learning Methods	80
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	79
Influence of Web Buckling on Flexural Performance of Bolted CFS Apex Sleeve Connector between Single-Channel Rafters	71
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	63
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	60
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	58
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	58
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	56
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	54
Symbolic Deep Learning for Structural System Identification	52
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	50
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	50
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	49
Flexural Performance of Steel–UHPC Composite Beams with Innovative Steel Wedge Block–Crossed Inclined Stud Connections	49
A Novel Model for Shear Strength Prediction of a Steel–UHPC Composite Structure Considering Interface Friction	45
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	45
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	44
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	43
Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	43
Cyclic Performance of RC Columns after Exposure to Symmetric or Asymmetric Fire	43

Generalized Shear Strength Model for Wall/Slab L-Joints in Steel-Plate Composite/Reinforced Concrete Structures	42
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased	42
Seismic Performance of Steel Frame Structures with Novel Self-Centering Beams: Shaking-Table Tests and Numerical Analysis	42
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems	40
Experimental Study of Fire Resistance of Mortise–Tenon-Jointed Post–Beam Timber Frames with Intumescent Coatings	39
Small-Scale Physical Modeling of Reinforced Concrete Joints Using Additively Manufactured Reinforcement	38
Axial Compressive Behavior and Estimation Method of Bearing Capacity of Precast Reinforced ECC Shell–Concrete Column	38
Equivalent Viscous Damping for Dual Frame-Wall Resilient System	37
Seismic Collapse Risk Assessment of Low-Aspect-Ratio Reinforced Concrete Shear Walls Using the FEMA P695 Methodology	37
Performance-Based Design of Posttensioned Cross-Laminated Timber and Light-Frame Wood Shear Wall Hybrid System	36
Node-Dependent Kinematics Approach for Damage Analysis of Reinforced Concrete Structures	35