International Journal of Steel Structures

Papers
(The median citation count of International Journal of Steel Structures is 1. 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 2021-09-01 to 2025-09-01.)
ArticleCitations
Blast Fragility of Steel Moment-Resisting Buildings for Different Seismic Design Levels35
Evaluation on Structural Performance of PC Composite Beam According to Types of Connection Plate28
Distortional Moment Capacity Prediction Analysis of Cold-Formed Rack Section Steel Beams Using the Direct Strength Method (DSM)19
Anti-Progressive Collapse Performance of Fully Bolted Steel Frame Structure Connections Based on Performance Improvement17
Stress Concentration Around Cutouts in Spirally Welded Steel Columns16
Effect of Porosity on Stability Analysis of Bidirectional FGM Skew Plate via Higher Order Shear Deformation Theory and RBF Approach16
The Effect of Variation of Stories’ Plan Size along Height of Relatively Tall Steel Buildings on Their Seismic Behavior15
Features of Mechanical Properties and Residual Stress Distribution in Butt Joint of HSB690-SM355 Dissimilar Steel14
Resistance of Cable Dome Structures to Progressive Collapse Under the Effects of Typhoons14
Prediction of Axial Compression Capacity of Cold-Formed Steel Oval Hollow Section Columns Using ANN and ANFIS Models14
Experimental Study and Analysis on Axial Compression Performance of High-Strength Recycled Concrete-Filled Steel Tube Column in Corrosive Environments13
Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN12
Innovative Technique for Strengthening Steel Frame Articulated Joints in Restricted Conditions12
Damage Mechanism and Load-Carrying Capacity at Girder End of Existing Steel Girder Bridge Under Seismic Lateral Force11
Numerical Study of Load Eccentricity Effects on Block Shear Rupture of Welded Gusset Plates10
Study on Effective Length Factors of the Members in a Sustainable Assembled Steel Grid Shear Wall10
Optimum Sizing Design of Steel Frame Structures Using Evaporation Rate-Based Water Cycle Algorithm with Greedy Selection10
Experimental Investigation of the Effect of Welding Parameters on Material Properties of SS 316L Stainless Steel Welded Joints9
Influence of Graphene Oxide and Urea on Friendly Citric-Treated Stainless Steel for Surface Protection9
Strength Evaluation of Flush End-Plate Connection Using Triangular Haunch in Pipe Rack9
Performance Analysis of Yielding Tubular Dampers in Steel Frame Knee Braces: A Finite Element Study9
Imperfect Tapered Plate Girder Web Under Shear9
Rail Flaw B-Scan Image Analysis Using a Hierarchical Classification Model9
Vehicular Impact Performance Evaluation Method for CFST Columns Based on Residual Deformation8
Analysis of Steel–Concrete Composite Elements Considering the Branson Equation for Cracking Simulation8
Numerical Investigation of I-Shaped Beam to Concrete Filled Tube Column Connection Without Continuity Plate8
Analysis of Pressure Distribution of the Bolted Joints Based on the Finite Element Method8
Ultimate Behavior and Design of Cold-Formed Steel Square Hollow Section Members8
Correction: Comparative Analysis of Code-Based Dynamic Column Removal and Impact-Induced Progressive Collapse in Steel Moment-Resisting Frames8
An Experimental Study of an SMA-Based Self-Centering Damper8
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
True Collapse Mechanisms of Two Dimensional Frames Determined from True Nonlinear Yield Surfaces7
Predicting Temperature Loads in Open Car Parks of Piloti Structures Exposed to Real Fire Accidents7
Efficient Sub-assembly Structure Modeling for Progressive Collapse Resistance Analysis7
Optimization of Welded I-Girder of the Single-Beam Bridge Cranes7
Examination of Gusset Plate Modeling via Nonlinear Dynamic Analysis7
Flexural Integrity Between the Individual Channels of Built-Up Cold-Formed Steel Beams7
Seismic Resilience Assessment of the Hybrid Bridge Pier Based on Fragility Analysis7
Hysteretic Behavior of Recycled Aggregate Concrete with Ferronickel Slag-Filled Steel Tubular Columns Subjected to Cyclic Loading7
Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach7
Study on Restoring Force Model of RACFST Frame Infilled with RHB Masonry Wall7
Monotonic Pushover analysis of Externally Reinforced Welded I-column to foundation Connection7
Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings7
State-of-the-Art Review: Seismic Design and Performance Assessment of Special Concentrically Braced Frames Developed for Complex Industrial Building Structures6
Finite Element Modeling for Concrete-Filled Steel Tube Stub Columns Under Axial Compression6
F.E.M Analysis of Static Tensile Properties of Corroded Steel Structure at Connections6
Structural Multi-objective Topology Optimization in the Design and Additive Manufacturing of Spatial Structure Joints6
Flexural Decoupling Analysis Method of Composite Box Girder with Corrugated Steel Webs6
Evaluation of the Impact Resistance of Steel–Aluminum Laminated Target Plates with Isoplanar Density6
Yield Resistance and Ultimate Resistance of Steel Beam with Random Corrosion Damage6
Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar6
Publisher Correction: International Journal of Steel Structures6
Moment Capacity of Bolted-Side Plate for the Eaves Joint of Nested Tapered Box Beam Portal Frame6
Probabilistic Serviceability Assessment for Pedestrian Walkways: A Case Study on a 52-m Span Footbridge6
A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios6
Study on Effective Length Factors of Flexural Stiffness Released Columns with Elastic Lateral Supports6
Experimental Study on Prestress Loss and Pull-out Behavior of Rock Bolts6
Monitoring Fatigue Crack Initiation and Propagation Using Changes in Weld Residual Stress6
Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes5
Experimental Study on Indentation Behavior of U-Type Section Steel Piling5
Topology Optimization and 3D Printing of Steel Joints by SJ-BESO and FDM Method5
An Experimental Study on the Verification of Structural and Seismic Performance of Steel Composite Walls5
A Theoretical Calculation Model of H-Section Steel Members for Biaxial Bending Moments5
An Investigation on the Behavior of 3D Steel Frames Under Progressive Collapse Effect Using Nonlinear Dynamic Analysis5
Evaluation of the Probabilistic Distribution of Statistical Data Used in the Process of Developing Fragility Curves5
Formulas for Stress Concentration Factors in T&Y Steel Tubular Joints Stiffened with FRP under Bending Moments5
Simulation Analysis on Seismic Performance of Assembled Composite Energy Dissipation Pipe Joint5
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
Compression Performance of Asymmetric Cross-Section Columns Intended for Use in Modular Structures5
Energy Absorption Capability of Thin-Walled Structures with Various Cross Sections Under Oblique Crash5
Research on Bending Stiffness of the New Sprayer Joint5
Effects of Proton Irradiation and Chloride Ions on the Corrosion Behavior of Stainless Steel 304L5
Seismic Performance of Welded Steel Beam-to-Column Connections with Initial Weld Defects5
Stochastic Seismic Responses of High-Speed Train–Bridge Systems with Ground Motion Correlation5
A Novel Two-Step Tensegrity Topology-Finding Method Based on Mixed Integer Programming and Nonlinear Programming5
Cyclic Inelastic Behavior of Plate Welded to Concrete-Filled Circular Hollow Section5
How to Use BWIM Data in Fatigue Evaluation of a Medium-span Steel Bridge5
Numerical Analysis of Sectional Defective Steel Tube Repaired Using Multilayered CFRP Bonding Subjected to Axial Force or Bending5
Deformation Behavior of 300 mm Depth Deep Deck Plate Under Construction Loads5
Fire Behaviour of Rectangular Steel Tubed-Reinforced-Concrete Columns with End Restraints4
Steel-Truss Assembly Accuracy Analysis Based on Error Propagation and Stochastic Simulation4
Denseness and Adhesion of Low-Pressure Cold Spray Coating to Corroded Steel Bridges4
Deformation and Energy Absorption Properties of Porous Metal-Concrete Interpenetrating Phase Composites Filled Thin-Walled Tubes4
Web Stress Development Mechanism Critical for the Fatigue Limit State in Horizontally Curved Steel Bridges4
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
The Efficiency of Three-Dimensional Finite Elements for the Numerical Analysis of Stiffened Shells4
Experimental and Numerical Investigation of Cross-Shaped Joints with Adjustable Stiffness for Cold-formed Thick-Walled Steel Column–Column Connections4
Experimental Study of Rubber-Concrete-Filled CST Composite Column Under Axial Compression4
Correction to: Analytical Investigation for Improved Connection Models of Diagonal Braced Frames4
Displacement Range Based Fatigue Strength Verification of KR-Type Rail Clip4
Hysteretic Model and Numerical Analysis of a Self-centering Disc Slit Damper4
Updating Effects on Equivalent Shear Beam Structure Models for Lower-Order Modes Based on Sensitivity-Based Methods and Artificial Neural Networks4
Effects of Solution Temperature on the Galvanic Corrosion Between Carbon Fiber and Carbon Steel SM490A4
Progressive Collapse Analysis of Half-Through Truss Bridges Considering Corrosion Effects4
Flexural Behavior of Steel Beams Strengthened with CFRP Under Fire4
Compressive Behaviour of Diagonally Stiffened Concrete Filled Steel Tubular Stub Columns with Reinforcement Stiffeners4
Residual Mechanical Properties of Q345FR Steel Exposed to High Temperatures3
Structural Performance of Circular Hollow Section Damper Under Loading in Circumferential Direction3
Field Investigation of Causes of Fatigue Damage in Web Gap Plate Based on Strain and Displacement Measurements in In-Service Steel Girder Bridge3
Static and Seismic Experimental Study of Novel Prefabricated Beam-Column Joints with Elongated-Hole Brackets3
Conceptual Design of Floating Vertiport Anchored with Taut Mooring Lines3
Effect of Beam-Column Connection Types on the Response Modification Factors of Steel Frames3
Stochastic Robustness of Cable Dome Structures Under Impact Loads3
Simplified Numerical Method and Experimental Research on Cable Crane Considering Sliding for Large-Span Bridge3
The Effect of Y-Shaped Brace Configuration on Its Seismic Behavior3
Effect of Fiber Orientation and Clearance on Load Sharing in Multi-Bolt Composite Connections: A Micro-Mechanical Perspective3
Vibration Based Damage Assessment of a Steel Frame Structure Using Support Vector Machine Algorithm3
Mechanical Properties and Microstructure Evolution of PWHT of Dissimilar Joints of SS304 and P92 Steels for Power Plant Applications3
Fundamental Study for Slip Resistance Improvement of High-Strength Bolted Joints Subjected to Shear and Tension3
Fatigue Crack Growth Characteristics of Several Kinds of Structural Steels Under Low-Cycle Fatigue Loading3
Explicit Finite Element Formulations for the Free Vibrations and Buckling of Partial-Interaction Composite Beams with Two Sub-components3
Buckling Resistance of Axially Loaded Cold-Formed Steel Compound Sections: Numerical Simulation and Assessment of Codified Design Approach3
Experimental Investigation on Mechanical Degradation of Q235B Steel Under the Coupling Action of Axial Tension and Local Cyclic Corrosion3
Experimental and Numerical Study on Fatigue Behavior of RC Beams Strengthened with U-Shaped Steel Casing3
Effects of Corrugated Steel Pipe Parameters on the Stress and Deformation of a Highway Subgrade Culvert3
Design Principles for Wind Turbine Earthquake and Wind Load Combinations3
Comparison of Vibration Serviceability During Typhoon and Abnormal Vibration for Steel Cable Bridges3
A Method for Determining the Set of Feasible Prestress Forces for Specified Geometry3
Fatigue Test Behavior of Welded Connections Repaired by Grinding and Wet Welding3
Effects of Stiffener Characteristics on the Performance of the Novel Grooved Gusset Plate Damper for Cross-Braced Frames: Numerical and Experimental Study3
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
Formulation of Two Nodes Finite Element Model for Geometric Nonlinear Analysis of RHS Beams Accounting for Distortion and Shear Deformations3
Effectiveness of Fan Anchors in Preventing Debonding in FRP-Strengthened Steel Members3
Framework for Calculating the Vertical Human-Induced Vibration of the Suspension Footbridge Under the Random Pedestrian Flow3
Research on Vehicle-Induced Vibration of Pedestrian Bridge and Its Application in Comfort Evaluation3
Investigations on the Influence of Pedestrians on the Buffeting of a Long-Span Suspension Footbridge3
Evaluation of Remaining Bending Resistance of Steel Column Base Plates Considering Effects of Metal Corrosion3
Finite Element Analysis of Buckling Behavior for Cold-Formed Steel Hat Purlins with Openings3
Seismic Response of Resilient Steel Frame with Self-Centering SMA Brace3
Mechanical Properties of Steel Strands Cooled by Different Methods After High-Temperature Treatment3
Structural Monitoring of a Defective Steel Beam Model Based on Image Changes in Power Spectral Density3
Seismic Performance of RC Circular Columns Strengthened with Self-compacting Concrete-Filled Steel Tubes3
Cyclic Axial Response of Composite Wood-Cold-Formed Steel Stud: Experimental and Numerical Investigation3
Predicting Moment Capacity of SCWSFBs—Novel Approach Part I: Analytically, Numerically and Design Model3
Micro-Steel Fiber-Reinforced Self-compacting Concrete-Filled Steel-Tube Columns Subjected to Axial Compression3
Classification of Open Web Steel Beam: An Analytical and Experimental Study3
Analytical and Experimental Studies on All-Steel Buckling Restrained Brace with Double Steel Tubes3
Numerical Modelling and Design of Stainless Steel Double Extended End-Plate Beam-to-Column Joints3
Evaluating the effect of 3D sandwich infill panels on the progressive collapse potential of steel structures with extensive initial damage3
Shear strength investigation of connections between RC and strengthened steel frames3
Surface Roughness Evaluation of Blast-Cleaned Structural Steel Plates Considering Measurement Deviation3
Capacity Fragility of Screw Connections installed in Cold-Formed Steel Partition Walls2
Strength Evaluation of End-Plate Connections Using Stiffness Reduction Factor2
Mechanical Properties and Experimental Study of a New Laminated Girder Single Tower Cable-Stayed Bridge2
Correction: Experimental Evaluation on LTB Strength of Steel Beams Externally Pre-stressed with Un-bonded Tendon Bar2
Numerical and Experimental Analyses of Steel Tubular Members with Oblong Perforations Subjected to Compressive Load2
Web Crippling Behaviour of Cold-Formed High-Strength Steel Unlipped Channel Beams Under Interior-Two-Flange Load Case2
Progressive Collapse Assessment and Retrofit of a Multistory Steel Braced Office Building2
Retraction Note: Experimental Study for Local Buckling of Curved Special-Shaped Pylon2
Study on the Influence of Stiffeners on the Wind Resistance Performance of Aluminum Panel Curtain Wall2
CFT Connections: State-of-the-art Report and Numerical Validation by 3D FEM2
Buckling Modes of Cold-Formed Thin-Walled Steel Beams Under Different Impact Positions2
Effective Core Placement and Optimal Outrigger Location in Irregular Tilted-Midsection Buildings2
Local-Overall Interactive Buckling of High Strength Steel Welded Circular Tubes under Axial Compression2
Shaking Table Study of the Three-Dimensional Isolation of a Cylindrical Reticulated Shell2
Investigating Corrosive Environmental Factors and Corrosion Rate to Assess Vulnerable Corrosive Areas of Offshore Bridges2
M–K Ductile Damage Theory Predicts Formability of Stainless Steel Ultra-Thin Strips in Stamping2
Flexural Performance of Composite Beams Using High-Strength Steel and High-Strength Concrete2
Study on the Assessment of Fatigue Durability of Corroded Steel Girder Ends Repaired with Carbon Fiber Reinforced Polymer2
Dynamic Response of High Strength Steel Beams Subjected to Explosion Induced Blast Load2
Global Response Reconstruction of a Full-Scale 3D Structure Model Using Limited Multi-Response Data2
Development of Concrete Slabs by Using Hollow Core Action Integrated with Profiled Steel Sheets: State of the Art Review2
A Review of Research on Supported Transmission Line Tower Failure Studies: Analysis, Tower Testing and Retrofitting2
Study on the Bending Performance of Steel Frame-LFT Glass Fiber Reinforced Tempered Surface Layer Composite Formwork2
Correction: Effect of External Ring Stiffener on the Chord Members of Cold-Formed Steel T-Joints Under Combined Axial Compression and Bending2
Reliability of Steel Cylindrical Pressure Vessel Dividers in the Presence of Corrosion: Experiment and Simulation2
Safety Evaluation of 5G Antenna Mounted on Power Transmission Towers Using a New Mounting Device Under Environmental Loads2
Effect of Surface Morphology on Galvanic Corrosion Resistance at Welds after De-rusting2
Improving Progressive Collapse Performance of Steel Moment-Resisting Frames Through X-Bracing Slack Cables2
Numerical Analysis of RC Frame Reinforced by Steel-Plate Concrete Module System2
Experimental Study on the Tensile Behavior of Interlocks on U-Type Section Steel Piling2
A Target Detection Algorithm for Marks Layout in Detail Drawings of Steel Structure2
Investigating Approximate Methods to Predict Residual Interstory Drift Ratio Demands in Steel Eccentrically Braced Frames2
Behavior of Welded Beam-Column Moment Connection in Steel Structure Under Localized Fire Scenario2
A New Micromechanical Criterion for Ductile Fracture of G20Mn5QT Cast Steels Under Shear Stress2
Creep Behavior and Creep Life of High Strength Structural Steel at Elevated Temperatures2
Fatigue Assessment of Offshore Triceratops Restraining System Under Hurricane-driven Metocean Conditions2
Structural optimization of unsymmetrical eccentric load steel box girder based on new swarm intelligence optimization algorithm2
Analysis and Experimental Investigation on Fatigue Performance of Tensile-Plate Anchorage Based on the Theory of Critical Distances2
Experimental Investigation on Ductile Failure in Heat Retrofitted Connections by Ultra-Low Cycle Fatigue Method2
Investigation on Fracture Behavior of Electroslag Welding Joint with High-Performance Steel2
Experimental and Numerical Study of Pyramidal Steel Damper for Use in Frames with Diagonal Bracing2
Seismic Performance Evaluation of Raised Access Floor Systems Using the Shaking-Table Test2
Research on Bracing Layout Optimization of High-Rise Steel Frame Structures Based on ESO and Conceptual Design1
Experimental and Analytical Investigation of Open Web Steel Beam Under Non-uniform Bending1
Optimization of Location, Topology and Number of Bracing Spans in Steel Structures Using Multi Meta-Heuristic Based Search Method and Dynamic Constraints1
Post-fire Study on Mechanical Properties of Damaged Ultra-high Strength Concrete1
Practical Machine Learning Application for Predicting Axial Capacity of Composite Concrete-Filled Steel Tube Columns Considering Effect of Cross-Sectional Shapes1
A Data Fusion Method for Small Sample Model Testing and Finite Element Simulation: Taking π-Shaped Beam Column Nodes as an Example1
Investigation on Shear Deflection Behaviour of Open Web Steel Beams: An Analytical and Experimental Study1
Research on the Axial Compressive Behavior of Concrete-Filled Steel Tubular Column Reinforced with Annular Stiffener1
Research on Seismic Performance of Corrugated Steel Plate Shear Walls with Inelastic Buckling Subjected to Lateral Loads1
Experimental Study on the Dynamic Characteristics of Steel Slit Dampers with and Without Out-of-Plane Deformation Restraints1
XFEM-based Fatigue Crack Propagation Analysis on Key Welded Connections of Orthotropic Steel Bridge Deck1
Rotation Capacity Prediction of Open Web Steel Beams Using Artificial Neural Networks1
Finite Element Modeling of Steel–Concrete–Steel Sandwich Beams with Bolt Connectors Under Drop Weight Impact1
Structural Design for Roll-Formed Aluminium Alloy Perforated Channels Subjected to Interior-Two-Flange Web Crippling: Experimental Tests, Numerical Simulation, and Neural Network1
Mechanical Behavior of Laminated Rubber Isolation Bearing with Buckling Steel Plate1
Reuse of Steel in the Construction Industry: Challenges and Opportunities1
Crushing Characteristics on Square Tubes Under Progressive Buckling1
Direct Strength Method for Cold-Formed Steel Unlipped Channel Columns Subject to Local Buckling1
Improvement of Welding Performance on Mild Steel by a Hybrid TIG-MAG Welding Technique1
Shear Performance of Steel Thin Sheet-to-Thick Plate Bolted Connections1
RETRACTED ARTICLE: Experimental Study for Local Buckling of Curved Special-Shaped Pylon1
Experimental and Finite Element Method Investigation of Axial Load Carrying Capacity of Concrete Filled Circular Steel Tube Columns According to Different Slenderness Ratios1
Experimental and Analytical Study on the Seismic Performance of PEC T-Shaped Columns Assembled Frames with ALC Open-Hole Wall1
Influence of Residual Stresses on the Fatigue Behaviour of an Orthotropic Steel Deck Using Fracture Mechanics Approach1
Impact resistance and damage assessment of steel beams with different web openings1
Impact of Connection Types on Metaheuristic-Based Optimum Design of 3D Steel Buildings with RC Shear Core1
Numerical Study on Optimal Geometric Parameters for Multi-performance of Friction High-Strength Bolts1
Study on the Initial Bending Stiffness of the Ring Plate-Wedge Joint and the Bearing Capacity of the Formwork Support Considering the Defects1
Study on Control Criteria of Cable Length of Annular Crossed Cable-Truss Structure Based on Sensitive Analysis1
Experimental Investigation of Repair of Plate with Edge and Center Crack by Surface Bounded Composite Patch1
Lumped Damage Model Applied to Local Buckling in Steel Rectangular Hollow Section Subjected to Compressive Axial Force with Bending Moment1
Block Shear Strength of Double-Lap Welded Connections in Mild Carbon Steel Plate1
Behaviour of Braced and Unbraced Multi-storey Steel Framed Buildings on Flat and Sloping Terrain1
Impact of Local Geometric Imperfections on Steel Columns Under Combined Axial and Lateral Cyclic Loading1
Analysis of Wind-Induced Vibration Response of High-Rise Structure of Heat Sink Tower Based on Large Eddy Simulation1
RL-based Control of Smart Base Isolation System Using Unity ML-Agents1
Time and Frequency Domain Analysis of Wind Turbine Towers Under Spatially Correlated Wind Field1
Numerical Analysis of Interfacial Failure Mechanism in Bonded Steel–Concrete Composite Connections1
Response Modification Factor of Steel Braced Frames Equipped with Smart Hybrid Re-Centering Device1
An Experimental Investigation on Cold-Formed Steel C-Shaped Connectors Under Pull-Out Failures1
Study on Axial Compression Behavior of Cross-Shaped and L-Shaped Multi-cavity Concrete-Filled Steel Tube Special Shaped Column1
Experimental Study on the Ultralow Cycle Fatigue Performance of Bolted Spherical Joint Specimens1
Average Compressive Stress–Strain Curves of Steel Plates for Bridges Under Axial Longitudinal Compression1
Axial-Shear-Flexural Interaction Behavior of a Double-Span Steel Beam Under a Column-Loss State Using the Pushdown Method1
Flexural Performance of Prefabricated Composite Girders along with Precast Deck-to-Girder Continuous Connections1
The Measurement of Construction Error Technology for Deformable Modular System by Image Processing1
An Experimental Evaluation on the Fire Resistance and Post-fire Structural Performance of Concrete Filled Steel Tube Columns1
Reduced Sloshing Effect in Steel Tanks1
Methods of Improving the Natural Vibration Characteristics of the Through Tied-Arch Bridge and Test Verification1
Utilization of Sodium Polyacrylate Hydrogels in the Sacrificial Anode Cathodic Protection Method for Steel Members at the Atmospheric Environment1
Nonlinear Seismic Response Analysis of Super High-Rise Frame Core Tube Structure Based on Bouc–Wen Model1
Structural Design Optimization of All-Steel Buckling-Restrained Braces Using Intelligent Optimizers1
Temperature Effect Analysis of Large Segment Factory Manufacturing Alignment of Steel Box Girder1
Probabilistic Evaluation of Progressive Collapse Resistance of Truss String Structures Considering Structural Uncertainties1
Distortional Buckling Analysis of I-Steel Concrete Composite Beams Subjected to Hogging Moment1
Effect of the Traffic Load Distribution on the Progressive Collapse of a Cable-Stayed Bridge Under Blast Load1
Achieving Improved Construction Efficiency for Multi-Story Steel Concentrically Braced Frames1
Analysis of the Static Axial Capacity of Helical Piles Using Finite Element Method1
Effect of Reinforcement on RC Column Using Polyurea and Honeycomb Steel Plate1
Friction Coefficient of Slip Critical Bolted Joints with Inorganic Zinc-Rich Paint Focusing on Contact Surface Pressure1
Improving the Seismic Performance of Tall Steel Buildings Using Advanced Visco-Plastic Braces1
Detecting Structural Deterioration: Investigating Changes in Power Spectral Density Using Deep Learning on Damaged Steel Beam Structures1
Using XFEM Technique to Predict the Effect of Default on the Damage of Steel Pipe Reduced-Connection Under Bending and Pressure Loading1
Experimental and Numerical Studies on All-Steel Buckling Restrained Brace with Light-Weighted Restrainer1
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