International Journal of Steel Structures

Papers
(The TQCC of International Journal of Steel Structures is 4. 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.)
ArticleCitations
Evaluation on Structural Performance of PC Composite Beam According to Types of Connection Plate66
Resistance of Cable Dome Structures to Progressive Collapse Under the Effects of Typhoons27
The Effect of Variation of Stories’ Plan Size along Height of Relatively Tall Steel Buildings on Their Seismic Behavior20
Effect of Porosity on Stability Analysis of Bidirectional FGM Skew Plate via Higher Order Shear Deformation Theory and RBF Approach16
Features of Mechanical Properties and Residual Stress Distribution in Butt Joint of HSB690-SM355 Dissimilar Steel15
Anti-Progressive Collapse Performance of Fully Bolted Steel Frame Structure Connections Based on Performance Improvement14
Stress Concentration Around Cutouts in Spirally Welded Steel Columns13
Experimental Investigation of the Effect of Welding Parameters on Material Properties of SS 316L Stainless Steel Welded Joints13
Innovative Technique for Strengthening Steel Frame Articulated Joints in Restricted Conditions13
Influence of Graphene Oxide and Urea on Friendly Citric-Treated Stainless Steel for Surface Protection12
Strength Evaluation of Flush End-Plate Connection Using Triangular Haunch in Pipe Rack12
Optimum Sizing Design of Steel Frame Structures Using Evaporation Rate-Based Water Cycle Algorithm with Greedy Selection11
Imperfect Tapered Plate Girder Web Under Shear11
Damage Mechanism and Load-Carrying Capacity at Girder End of Existing Steel Girder Bridge Under Seismic Lateral Force11
Study on Effective Length Factors of the Members in a Sustainable Assembled Steel Grid Shear Wall11
Optimal Member Size and Stiffness Distribution for Semi-Rigid Joints in Three-Dimensional Steel Frames Considering Inelastic Second-Order Analysis11
Performance Analysis of Yielding Tubular Dampers in Steel Frame Knee Braces: A Finite Element Study10
Analysis of Pressure Distribution of the Bolted Joints Based on the Finite Element Method10
Empirical Formula Development for Impact Force Assessment of Bridge Under Ship Collision Considering Bow Shape and Impact Angle10
Rail Flaw B-Scan Image Analysis Using a Hierarchical Classification Model9
Analysis of Steel–Concrete Composite Elements Considering the Branson Equation for Cracking Simulation9
Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN9
A Framework for Reliability Assessment and Calibration of Existing Structural Steel Design Codes9
Optimization of Process Parameters for Tungsten Inert Gas Welding of 304L Austenitic Stainless Steel Using Topsis Method9
Numerical Study of Load Eccentricity Effects on Block Shear Rupture of Welded Gusset Plates9
Experimental Investigation into the Hysteretic Performance of a Novel Shear Wall made of Two Incline-Slotted Steel Plates Connected by High-Strength Steel Bolts9
Monotonic Pushover analysis of Externally Reinforced Welded I-column to foundation Connection8
Flexural Integrity Between the Individual Channels of Built-Up Cold-Formed Steel Beams8
Efficient Sub-assembly Structure Modeling for Progressive Collapse Resistance Analysis8
Ultimate Behavior and Design of Cold-Formed Steel Square Hollow Section Members8
True Collapse Mechanisms of Two Dimensional Frames Determined from True Nonlinear Yield Surfaces8
Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings8
Predicting Temperature Loads in Open Car Parks of Piloti Structures Exposed to Real Fire Accidents8
Correction: Comparative Analysis of Code-Based Dynamic Column Removal and Impact-Induced Progressive Collapse in Steel Moment-Resisting Frames8
Vehicular Impact Performance Evaluation Method for CFST Columns Based on Residual Deformation8
Seismic Resilience Assessment of the Hybrid Bridge Pier Based on Fragility Analysis8
Structural Behaviour of WAAM Stainless Steel EHS Stub Column8
Probabilistic Serviceability Assessment for Pedestrian Walkways: A Case Study on a 52-m Span Footbridge7
Study on Effective Length Factors of Flexural Stiffness Released Columns with Elastic Lateral Supports7
Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach7
Mechanical Property Analyses of Two Types of Steel–Concrete Composite Track Beams7
Semi-rigid Composite Beam-to-column Joints for Cold-formed Steel Frames: Experimental and Numerical Study7
A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios7
State-of-the-Art Review: Seismic Design and Performance Assessment of Special Concentrically Braced Frames Developed for Complex Industrial Building Structures7
Optimization of Welded I-Girder of the Single-Beam Bridge Cranes7
Evaluation of the Impact Resistance of Steel–Aluminum Laminated Target Plates with Isoplanar Density7
Yield Resistance and Ultimate Resistance of Steel Beam with Random Corrosion Damage7
Examination of Gusset Plate Modeling via Nonlinear Dynamic Analysis7
F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections6
Monitoring Fatigue Crack Initiation and Propagation Using Changes in Weld Residual Stress6
Moment Capacity of Bolted-Side Plate for the Eaves Joint of Nested Tapered Box Beam Portal Frame6
Publisher Correction: International Journal of Steel Structures6
Hysteretic Behavior of Recycled Aggregate Concrete with Ferronickel Slag-Filled Steel Tubular Columns Subjected to Cyclic Loading6
Finite Element Modeling for Concrete-Filled Steel Tube Stub Columns Under Axial Compression6
Energy Absorption Capability of Thin-Walled Structures with Various Cross Sections Under Oblique Crash5
Experimental Study on Prestress Loss and Pull-out Behavior of Rock Bolts5
Effects of Proton Irradiation and Chloride Ions on the Corrosion Behavior of Stainless Steel 304L5
Cyclic Inelastic Behavior of Plate Welded to Concrete-Filled Circular Hollow Section5
Web Stress Development Mechanism Critical for the Fatigue Limit State in Horizontally Curved Steel Bridges5
Stochastic Seismic Responses of High-Speed Train–Bridge Systems with Ground Motion Correlation5
Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable5
Numerical Investigation on Steel T-stub Connection Considering Prying Action at Elevated Temperatures5
An Investigation on the Behavior of 3D Steel Frames Under Progressive Collapse Effect Using Nonlinear Dynamic Analysis5
Numerical Analysis of Sectional Defective Steel Tube Repaired Using Multilayered CFRP Bonding Subjected to Axial Force or Bending5
Enhancing Load Resistance of Tubular T-Joints in Offshore Platforms Using Collar Plates and Ring Stiffeners5
Research on Bending Stiffness of the New Sprayer Joint5
An Experimental Study on the Verification of Structural and Seismic Performance of Steel Composite Walls5
Formulas for Stress Concentration Factors in T&Y Steel Tubular Joints Stiffened with FRP under Bending Moments5
Effects of Solution Temperature on the Galvanic Corrosion Between Carbon Fiber and Carbon Steel SM490A5
Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes5
Flexural Behavior of Steel Beams Strengthened with CFRP Under Fire5
Experimental Study on Indentation Behavior of U-Type Section Steel Piling5
A Novel Two-Step Tensegrity Topology-Finding Method Based on Mixed Integer Programming and Nonlinear Programming5
Flexural Decoupling Analysis Method of Composite Box Girder with Corrugated Steel Webs5
Evaluation of the Probabilistic Distribution of Statistical Data Used in the Process of Developing Fragility Curves5
Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar5
Deformation Behavior of 300 mm Depth Deep Deck Plate Under Construction Loads5
A Theoretical Calculation Model of H-Section Steel Members for Biaxial Bending Moments5
Topology Optimization and 3D Printing of Steel Joints by SJ-BESO and FDM Method5
Experimental Study of Rubber-Concrete-Filled CST Composite Column Under Axial Compression5
Real-Time Strain Field Prediction of Steel Cross Girder Based on Proper Orthogonal Decomposition (POD) and CNN-LSTM5
Fracture Behavior of Mild Steel Based on Numerical Algorithm5
Simulation Analysis on Seismic Performance of Assembled Composite Energy Dissipation Pipe Joint5
Compression Performance of Asymmetric Cross-Section Columns Intended for Use in Modular Structures5
How to Use BWIM Data in Fatigue Evaluation of a Medium-span Steel Bridge5
Micro-Steel Fiber-Reinforced Self-compacting Concrete-Filled Steel-Tube Columns Subjected to Axial Compression4
Surface Roughness Evaluation of Blast-Cleaned Structural Steel Plates Considering Measurement Deviation4
Denseness and Adhesion of Low-Pressure Cold Spray Coating to Corroded Steel Bridges4
Updating Effects on Equivalent Shear Beam Structure Models for Lower-Order Modes Based on Sensitivity-Based Methods and Artificial Neural Networks4
Effects of Stiffener Characteristics on the Performance of the Novel Grooved Gusset Plate Damper for Cross-Braced Frames: Numerical and Experimental Study4
Deformation and Energy Absorption Properties of Porous Metal-Concrete Interpenetrating Phase Composites Filled Thin-Walled Tubes4
Steel-Truss Assembly Accuracy Analysis Based on Error Propagation and Stochastic Simulation4
Progressive Collapse Analysis of Half-Through Truss Bridges Considering Corrosion Effects4
Finite Element Analysis of Buckling Behavior for Cold-Formed Steel Hat Purlins with Openings4
Effect of Fiber Orientation and Clearance on Load Sharing in Multi-Bolt Composite Connections: A Micro-Mechanical Perspective4
Comparison of Vibration Serviceability During Typhoon and Abnormal Vibration for Steel Cable Bridges4
Classification of Open Web Steel Beam: An Analytical and Experimental Study4
Flexural Analysis of Elastically Supported Bidirectional Monel–Zirconia Skew FGM Plate Subjected to Line Load Using Meshless Collocation Technique4
Hysteretic Model and Numerical Analysis of a Self-centering Disc Slit Damper4
Correction to: Analytical Investigation for Improved Connection Models of Diagonal Braced Frames4
Compressive Behaviour of Diagonally Stiffened Concrete Filled Steel Tubular Stub Columns with Reinforcement Stiffeners4
Fatigue Test Behavior of Welded Connections Repaired by Grinding and Wet Welding4
Stochastic Robustness of Cable Dome Structures Under Impact Loads4
Effects of Corrugated Steel Pipe Parameters on the Stress and Deformation of a Highway Subgrade Culvert4
Fire Behaviour of Rectangular Steel Tubed-Reinforced-Concrete Columns with End Restraints4
Predicting Moment Capacity of SCWSFBs—Novel Approach Part I: Analytically, Numerically and Design Model4
Experimental and Numerical Investigation of Cross-Shaped Joints with Adjustable Stiffness for Cold-formed Thick-Walled Steel Column–Column Connections4
Displacement Range Based Fatigue Strength Verification of KR-Type Rail Clip4
The Efficiency of Three-Dimensional Finite Elements for the Numerical Analysis of Stiffened Shells4
Seismic Performance of RC Circular Columns Strengthened with Self-compacting Concrete-Filled Steel Tubes4
Impact Response and Structural Optimization of CSCS Sandwich Shells Under Vehicle Impact4
An Algebraic Iterative Algorithm for Determining the Equilibrium State of the Completed Suspension Bridge Based on Explicit Calculation of Reasonable Hanger Forces4
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