International Journal of Steel Structures

Papers
(The TQCC of International Journal of Steel Structures is 3. 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 2021-12-01 to 2025-12-01.)
ArticleCitations
Anti-Progressive Collapse Performance of Fully Bolted Steel Frame Structure Connections Based on Performance Improvement47
Evaluation on Structural Performance of PC Composite Beam According to Types of Connection Plate23
Stress Concentration Around Cutouts in Spirally Welded Steel Columns19
Experimental Study and Analysis on Axial Compression Performance of High-Strength Recycled Concrete-Filled Steel Tube Column in Corrosive Environments18
The Effect of Variation of Stories’ Plan Size along Height of Relatively Tall Steel Buildings on Their Seismic Behavior16
Resistance of Cable Dome Structures to Progressive Collapse Under the Effects of Typhoons16
Features of Mechanical Properties and Residual Stress Distribution in Butt Joint of HSB690-SM355 Dissimilar Steel15
Effect of Porosity on Stability Analysis of Bidirectional FGM Skew Plate via Higher Order Shear Deformation Theory and RBF Approach14
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 Protection13
Experimental Investigation of the Effect of Welding Parameters on Material Properties of SS 316L Stainless Steel Welded Joints13
Strength Evaluation of Flush End-Plate Connection Using Triangular Haunch in Pipe Rack12
Imperfect Tapered Plate Girder Web Under Shear11
Study on Effective Length Factors of the Members in a Sustainable Assembled Steel Grid Shear Wall11
Analysis of Pressure Distribution of the Bolted Joints Based on the Finite Element Method11
Damage Mechanism and Load-Carrying Capacity at Girder End of Existing Steel Girder Bridge Under Seismic Lateral Force10
Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN10
Performance Analysis of Yielding Tubular Dampers in Steel Frame Knee Braces: A Finite Element Study9
Empirical Formula Development for Impact Force Assessment of Bridge Under Ship Collision Considering Bow Shape and Impact Angle9
Analysis of Steel–Concrete Composite Elements Considering the Branson Equation for Cracking Simulation9
Numerical Study of Load Eccentricity Effects on Block Shear Rupture of Welded Gusset Plates9
Rail Flaw B-Scan Image Analysis Using a Hierarchical Classification Model9
An Experimental Study of an SMA-Based Self-Centering Damper9
Efficient Sub-assembly Structure Modeling for Progressive Collapse Resistance Analysis9
Optimum Sizing Design of Steel Frame Structures Using Evaporation Rate-Based Water Cycle Algorithm with Greedy Selection9
Optimal Member Size and Stiffness Distribution for Semi-Rigid Joints in Three-Dimensional Steel Frames Considering Inelastic Second-Order Analysis9
Predicting Temperature Loads in Open Car Parks of Piloti Structures Exposed to Real Fire Accidents9
Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings8
Flexural Integrity Between the Individual Channels of Built-Up Cold-Formed Steel Beams8
Seismic Resilience Assessment of the Hybrid Bridge Pier Based on Fragility Analysis8
Monotonic Pushover analysis of Externally Reinforced Welded I-column to foundation Connection8
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
True Collapse Mechanisms of Two Dimensional Frames Determined from True Nonlinear Yield Surfaces8
Study on Restoring Force Model of RACFST Frame Infilled with RHB Masonry Wall8
Ultimate Behavior and Design of Cold-Formed Steel Square Hollow Section Members8
Yield Resistance and Ultimate Resistance of Steel Beam with Random Corrosion Damage7
Finite Element Modeling for Concrete-Filled Steel Tube Stub Columns Under Axial Compression7
A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios7
Examination of Gusset Plate Modeling via Nonlinear Dynamic Analysis7
Evaluation of the Impact Resistance of Steel–Aluminum Laminated Target Plates with Isoplanar Density7
Hysteretic Behavior of Recycled Aggregate Concrete with Ferronickel Slag-Filled Steel Tubular Columns Subjected to Cyclic Loading7
Semi-rigid Composite Beam-to-column Joints for Cold-formed Steel Frames: Experimental and Numerical Study7
Moment Capacity of Bolted-Side Plate for the Eaves Joint of Nested Tapered Box Beam Portal Frame7
Mechanical Property Analyses of Two Types of Steel–Concrete Composite Track Beams7
Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach7
Study on Effective Length Factors of Flexural Stiffness Released Columns with Elastic Lateral Supports7
F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections7
State-of-the-Art Review: Seismic Design and Performance Assessment of Special Concentrically Braced Frames Developed for Complex Industrial Building Structures7
Probabilistic Serviceability Assessment for Pedestrian Walkways: A Case Study on a 52-m Span Footbridge7
Optimization of Welded I-Girder of the Single-Beam Bridge Cranes7
Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar6
Publisher Correction: International Journal of Steel Structures6
How to Use BWIM Data in Fatigue Evaluation of a Medium-span Steel Bridge6
Research on Bending Stiffness of the New Sprayer Joint6
Experimental Study on Prestress Loss and Pull-out Behavior of Rock Bolts6
Monitoring Fatigue Crack Initiation and Propagation Using Changes in Weld Residual Stress6
Energy Absorption Capability of Thin-Walled Structures with Various Cross Sections Under Oblique Crash6
Deformation Behavior of 300 mm Depth Deep Deck Plate Under Construction Loads6
Flexural Decoupling Analysis Method of Composite Box Girder with Corrugated Steel Webs6
Structural Multi-objective Topology Optimization in the Design and Additive Manufacturing of Spatial Structure Joints6
An Investigation on the Behavior of 3D Steel Frames Under Progressive Collapse Effect Using Nonlinear Dynamic Analysis6
A Theoretical Calculation Model of H-Section Steel Members for Biaxial Bending Moments6
Topology Optimization and 3D Printing of Steel Joints by SJ-BESO and FDM Method5
Stochastic Seismic Responses of High-Speed Train–Bridge Systems with Ground Motion Correlation5
Web Stress Development Mechanism Critical for the Fatigue Limit State in Horizontally Curved Steel Bridges5
Flexural Behavior of Steel Beams Strengthened with CFRP Under Fire5
Deformation and Energy Absorption Properties of Porous Metal-Concrete Interpenetrating Phase Composites Filled Thin-Walled Tubes5
Seismic Performance of Welded Steel Beam-to-Column Connections with Initial Weld Defects5
Evaluation of the Probabilistic Distribution of Statistical Data Used in the Process of Developing Fragility Curves5
Numerical Analysis of Sectional Defective Steel Tube Repaired Using Multilayered CFRP Bonding Subjected to Axial Force or Bending5
Spatial Stability Characteristics of Mono-symmetric Thin-Walled Beams with Deviators Pre-stressed by One Rectilinear Cable5
Fracture Behavior of Mild Steel Based on Numerical Algorithm5
Progressive Collapse Analysis of Half-Through Truss Bridges Considering Corrosion Effects5
Steel-Truss Assembly Accuracy Analysis Based on Error Propagation and Stochastic Simulation5
The Efficiency of Three-Dimensional Finite Elements for the Numerical Analysis of Stiffened Shells5
Simulation Analysis on Seismic Performance of Assembled Composite Energy Dissipation Pipe Joint5
A Novel Two-Step Tensegrity Topology-Finding Method Based on Mixed Integer Programming and Nonlinear Programming5
An Experimental Study on the Verification of Structural and Seismic Performance of Steel Composite Walls5
Experimental Study on Indentation Behavior of U-Type Section Steel Piling5
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
Compressive Behaviour of Diagonally Stiffened Concrete Filled Steel Tubular Stub Columns with Reinforcement Stiffeners5
Hysteretic Model and Numerical Analysis of a Self-centering Disc Slit Damper5
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
Compression Performance of Asymmetric Cross-Section Columns Intended for Use in Modular Structures5
Updating Effects on Equivalent Shear Beam Structure Models for Lower-Order Modes Based on Sensitivity-Based Methods and Artificial Neural Networks4
Real-Time Strain Field Prediction of Steel Cross Girder Based on Proper Orthogonal Decomposition (POD) and CNN-LSTM4
Fire Behaviour of Rectangular Steel Tubed-Reinforced-Concrete Columns with End Restraints4
Experimental and Numerical Investigation of Cross-Shaped Joints with Adjustable Stiffness for Cold-formed Thick-Walled Steel Column–Column Connections4
Finite Element Analysis of Buckling Behavior for Cold-Formed Steel Hat Purlins with Openings4
Effects of Stiffener Characteristics on the Performance of the Novel Grooved Gusset Plate Damper for Cross-Braced Frames: Numerical and Experimental Study4
Fatigue Test Behavior of Welded Connections Repaired by Grinding and Wet Welding4
Denseness and Adhesion of Low-Pressure Cold Spray Coating to Corroded Steel Bridges4
Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes4
Impact Response and Structural Optimization of CSCS Sandwich Shells Under Vehicle Impact4
Flexural Analysis of Elastically Supported Bidirectional Monel–Zirconia Skew FGM Plate Subjected to Line Load Using Meshless Collocation Technique4
Stochastic Robustness of Cable Dome Structures Under Impact Loads4
Predicting Moment Capacity of SCWSFBs—Novel Approach Part I: Analytically, Numerically and Design Model4
Micro-Steel Fiber-Reinforced Self-compacting Concrete-Filled Steel-Tube Columns Subjected to Axial Compression4
Experimental Study of Rubber-Concrete-Filled CST Composite Column Under Axial Compression4
Displacement Range Based Fatigue Strength Verification of KR-Type Rail Clip4
Correction to: Analytical Investigation for Improved Connection Models of Diagonal Braced Frames4
Seismic Performance of RC Circular Columns Strengthened with Self-compacting Concrete-Filled Steel Tubes4
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
Framework for Calculating the Vertical Human-Induced Vibration of the Suspension Footbridge Under the Random Pedestrian Flow3
Static and Seismic Experimental Study of Novel Prefabricated Beam-Column Joints with Elongated-Hole Brackets3
Explicit Finite Element Formulations for the Free Vibrations and Buckling of Partial-Interaction Composite Beams with Two Sub-components3
Residual Mechanical Properties of Q345FR Steel Exposed to High Temperatures3
Conceptual Design of Floating Vertiport Anchored with Taut Mooring Lines3
Effects of Corrugated Steel Pipe Parameters on the Stress and Deformation of a Highway Subgrade Culvert3
Analytical and Experimental Studies on All-Steel Buckling Restrained Brace with Double Steel Tubes3
Fundamental Study for Slip Resistance Improvement of High-Strength Bolted Joints Subjected to Shear and Tension3
Investigating Approximate Methods to Predict Residual Interstory Drift Ratio Demands in Steel Eccentrically Braced Frames3
Study on the Influence of Stiffeners on the Wind Resistance Performance of Aluminum Panel Curtain Wall3
Seismic Performance Evaluation of Raised Access Floor Systems Using the Shaking-Table Test3
Effect of Beam-Column Connection Types on the Response Modification Factors of Steel Frames3
Correction: Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar3
Design Principles for Wind Turbine Earthquake and Wind Load Combinations3
Evaluating the effect of 3D sandwich infill panels on the progressive collapse potential of steel structures with extensive initial damage3
Structural Monitoring of a Defective Steel Beam Model Based on Image Changes in Power Spectral Density3
Numerical Modelling and Design of Stainless Steel Double Extended End-Plate Beam-to-Column Joints3
Vibration Based Damage Assessment of a Steel Frame Structure Using Support Vector Machine Algorithm3
Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation3
Mechanical Properties of Steel Strands Cooled by Different Methods After High-Temperature Treatment3
Experimental Investigation on Mechanical Degradation of Q235B Steel Under the Coupling Action of Axial Tension and Local Cyclic Corrosion3
Surface Roughness Evaluation of Blast-Cleaned Structural Steel Plates Considering Measurement Deviation3
Structural Performance of Circular Hollow Section Damper Under Loading in Circumferential Direction3
Cyclic Axial Response of Composite Wood-Cold-Formed Steel Stud: Experimental and Numerical Investigation3
Study on the Assessment of Fatigue Durability of Corroded Steel Girder Ends Repaired with Carbon Fiber Reinforced Polymer3
Investigating Corrosive Environmental Factors and Corrosion Rate to Assess Vulnerable Corrosive Areas of Offshore Bridges3
Capacity Fragility of Screw Connections installed in Cold-Formed Steel Partition Walls3
Investigations on the Influence of Pedestrians on the Buffeting of a Long-Span Suspension Footbridge3
Fatigue Crack Growth Characteristics of Several Kinds of Structural Steels Under Low-Cycle Fatigue Loading3
A Method for Determining the Set of Feasible Prestress Forces for Specified Geometry3
Evaluation of Remaining Bending Resistance of Steel Column Base Plates Considering Effects of Metal Corrosion3
Field Investigation of Causes of Fatigue Damage in Web Gap Plate Based on Strain and Displacement Measurements in In-Service Steel Girder Bridge3
Effectiveness of Fan Anchors in Preventing Debonding in FRP-Strengthened Steel Members3
Classification of Open Web Steel Beam: An Analytical and Experimental Study3
Study on the Fatigue Performance of Rewelding Rib-to-Deck Weld Root Cracks from the Deck Surface3
Experimental and Numerical Study on Fatigue Behavior of RC Beams Strengthened with U-Shaped Steel Casing3
Formulation of Two Nodes Finite Element Model for Geometric Nonlinear Analysis of RHS Beams Accounting for Distortion and Shear Deformations3
Advanced Structural Health Monitoring of Bridges Using Representative Power Spectral Density Analysis: A Case Study on the Giongong_To Bridge, Ho Chi Minh City, Vietnam3
Simplified Numerical Method and Experimental Research on Cable Crane Considering Sliding for Large-Span Bridge3
M–K Ductile Damage Theory Predicts Formability of Stainless Steel Ultra-Thin Strips in Stamping3
Numerical and Experimental Analyses of Steel Tubular Members with Oblong Perforations Subjected to Compressive Load3
Mechanical Properties and Microstructure Evolution of PWHT of Dissimilar Joints of SS304 and P92 Steels for Power Plant Applications3
Numerical Analysis of RC Frame Reinforced by Steel-Plate Concrete Module System3
Experimental Study on the Tensile Behavior of Interlocks on U-Type Section Steel Piling3
Seismic Response of Resilient Steel Frame with Self-Centering SMA Brace3
Strength Evaluation of End-Plate Connections Using Stiffness Reduction Factor3
Buckling Resistance of Axially Loaded Cold-Formed Steel Compound Sections: Numerical Simulation and Assessment of Codified Design Approach3
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