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 2022-05-01 to 2026-05-01.)

Article	Citations
Behavior of Concrete Beams Prestressed with Hybrid Tendons Using Modified Deformation-Based Approach	167
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	107
Reviewers	102
Experimental Study of Hollow Concrete-Filled Circular Steel Tubular Beam Column Connected by Thread through Inside Lining Tube	75
Lateral Performance of Cross-Laminated Timber Shear Walls Connected to Perpendicular Walls: Experimental Tests and Analytical Modeling	71
Seismic Performance and Kinematic Behavior of Multistory Cutout CLT Shear Walls	70
Research on Collapse Mechanism and Failure Criterion of Superlarge Cooling Tower under Downburst Effect	67
Seismic Response Estimation and Performance Assessment of Large-Scale Structures Using Deep-Learning Methods	66
Out-of-Plane Behavior of Masonry Infills of Different Types and Slenderness Ratios under Reversed Cyclic Loading	61
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	57
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	56
Influence of Web Buckling on Flexural Performance of Bolted CFS Apex Sleeve Connector between Single-Channel Rafters	56
Rotation Capacity of I-Shaped Beam Failed by Local Buckling in Buckling-Restrained Braced Frames with Rigid Beam-Column Connections	55
Experimental Program on Behavior of Concrete-Filled Steel Deck Composite Diaphragms	51
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	48
Seismic Behavior of Precast Concrete Column–Foundation Connection with PBCs	47
Symbolic Deep Learning for Structural System Identification	45
Collapse Behavior of Unequal-Span Multistory Composite Frames under the Scenario of Removing an Internal Column	45
Effect of Seismic Isolation on Fragility of Bridges with Scoured Foundations	44
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	44
Design of Tuned Mass Damper Fluid Inerter for Wind-Induced Vibration Control of a Tall Building	43
Design of Cold-Formed Steel Built-Up Back-to-Back Columns Subject to Local-Flexural Interactive Buckling	43
Study on Discriminant Criteria of Aerodynamic Instability of Single-Axis Solar Trackers by Wind Tunnel Test	42
Toward Consistent Prediction of Web-Shear Capacity for Hollow-Core Slabs Using Strut-and-Tie Models	42

Postearthquake Function Level Evaluation of Railway Station Considering the Seismic Fragility of the Station Signal Equipment	42
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
Subduction and Shallow Earthquake Demand on Coupled Composite Plate Shear Wall–Concrete-Filled System	40
Cyclic In-Plane Shear Behavior of Composite Plate Shear Walls-Concrete Encased	40
Generalized Shear Strength Model for Wall/Slab L-Joints in Steel-Plate Composite/Reinforced Concrete Structures	39
Probabilistic Machine-Learning Methods for Performance Prediction of Structure and Infrastructures through Natural Gradient Boosting	39
Seismic Response Comparison of Full-Scale Moment-Resisting Timber Frame and Joint Test Result	38
Development of a Flexural Yielding Energy Dissipation Device for Controlled Rocking Systems	38
Experimental Study of Fire Resistance of Mortise–Tenon-Jointed Post–Beam Timber Frames with Intumescent Coatings	37
Adaptive Experimental Design of Real-Time Hybrid Simulation for Parameter Calibration of Rate-Dependent Devices toward Optimal Response Prediction	37
Machine Learning Models Applied to a GNSS Sensor Network for Automated Bridge Anomaly Detection	37