OOIR: Observatory of International Research

Papers

(The H4-Index of Journal of Structural Engineering is 34. 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 2021-04-01 to 2025-04-01.)

Article	Citations
Ultimate Bearing Capacity of Unconfined Bolted Connections in Cold-Formed Steel Members	261
Nondestructive In Situ Imaging of Preexisting Cracks in a Concrete Bridge Using Ultrasonic Coda Wave	218
Efficient Line-Element Method for the Second-Order Analysis of Steel Members with Nonsymmetric Thick-Walled Cross Sections	119
Experimental Investigation of Steel Beams with Mechanically Reduced Sections Strengthened with Basalt Fiber–Reinforced Polymers	104
Hybrid Simulation Tests of Real-Scale Squat Reinforced Concrete Shear Wall Specimens	91
Developing Fracture-Based Fragility Curves for Steel Components in Corrosive Environments	84
Structural Crack Detection from Benchmark Data Sets Using Pruned Fully Convolutional Networks	68
Seismic Retrofitting Method Using CFRP Sheets for H-Section Steel Beam with Variable Cross Section	68
Softened Strut-and-Tie Model for Shear and Flexural Strengths of Reinforced Concrete Pile Caps	65
Flexural Behavior of High-Strength Rectangular Concrete-Filled Steel Tube Members	64
Probabilistic Postearthquake Vertical Load-Carrying Capacity Loss Model and Rapid Functionality Assessment for Reinforced Concrete Circular Bridge Columns	61
Structural Identification of a 52-Story High-Rise in Downtown Los Angeles Based on Short-Term Wind Vibration Measurements	59
Fatigue Performance of Bird-Beak SHS Gap K-Joints under Brace In-Plane Force	59
Behavior and Design of Power-Actuated Fastener Connections in Cold-Formed Steels Subjected to Shear	57
Development and Experimental Study of a New Rotational Metallic Damper for the Beam–Column Connection	56
Experimental Verification of Eccentrically Loaded Steel Joist Analysis with Nonsymmetric Sections	51
Shake-Table Experimental Testing and Performance of Topped and Untopped Cross-Laminated Timber Diaphragms	49
Improved Method of Determination of Basic Wind Speed with Terrain Effects Using Graph Neural Network	48
Model Type Effects on the Estimated Seismic Response of a 20-Story Steel Moment Resisting Frame	47
Validation of Numerical Modeling Techniques for Unbonded Post-Tensioned Beams under Low Velocity Impact	43
Blast Performance of Steel Frames Equipped with NiTi SMA Bolts: Design Procedure and Numerical Evaluation	40
Experimental and Numerical Study of Stiffened Steel Plate Shear Walls with Rectangular Openings	40
Peak Factor–Based Modal Combination Rule of Response-Spectrum Method for Peak Floor Accelerations	39
Parameter Optimization of High-Frequency Floor Based on Semirigid Boundary Conditions and Its Effect on the Serviceability of Human-Induced Vibration	38
Large-Scale Wind Testing on Roof Overhangs for a Low-Rise Building	38

Seismic Vulnerability Assessment of Self-Centering Prestressed Concrete Frames with and without Masonry Infill Walls: Experimental and Numerical Models	37
Side-Face Blowout Strength of Large-Diameter High-Strength Headed Bars in a Single Layer or Two Layers Terminated within Exterior Beam–Column Joints	37
Fe-SMA–Based Shear Panel Damper: Solution Treatment, Design, and Seismic Performance	36
Semirigid Bolted Endplate Moment Connections: Review and Experimental-Based Assessment of Available Predictive Models	36
Equivalent Lateral Force Design Method for Longitudinal Buckling-Restrained Braces in Bidirectional Ductile Diaphragms	36
Parametrized Wind–Surge–Wave Fragility Functions for Wood Utility Poles	36
Reviewers	35
Development of Rotation Capacity Model for Web Cleat Connections against Progressive Collapse: Bayesian Approach	35
Mechanical Behavior of Glued Laminated Bamboo Moment-Resisting Connections	35
Seismic Performance of Welded Stainless Steel H-Section Columns under Cyclic Horizontal Loading	34
Hidden Toe Welds in RHS-to-RHS Overlapped K-Connections	34
Self-Centering Rotational Joints for Seismic Resilient Steel Moment Resisting Frame	34
Two-Way Bending Behavior of Cross-Laminated Timber–Concrete Composite Floors with Alternative Shear Connectors	34
Seismic Performance of a Long-Span Cable-Stayed Bridge under Spatially Varying Bidirectional Spectrum-Compatible Ground Motions	34
Seismic Resilience Enhancement of Irregular Space Structure Using Friction-Damped Self-Centering Tension Braces	34