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 2020-05-01 to 2024-05-01.)
ArticleCitations
Steel Bridge Construction of Hong Kong–Zhuhai–Macao Bridge19
Prediction of Critical Buckling Load of Web Tapered I-Section Steel Columns Using Artificial Neural Networks18
Post-Fire Exposure Behavior of Circular Concrete-filled Steel Tube Column under Axial Loading17
Prediction of Axial Compression Capacity of Cold-Formed Steel Oval Hollow Section Columns Using ANN and ANFIS Models15
Overview of Steel Bridges Containing High Strength Steel15
Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity Effect14
Optimization of Large-Scale Frame Structures Using Fuzzy Adaptive Quantum Inspired Charged System Search13
Plastic Analysis of Braced Frames by Application of Metaheuristic Optimization Algorithms13
Seismic Design Optimization of Steel Frames with Steel Shear Wall System Using Modified Dolphin Algorithm13
Experimental and Numerical Investigation of Stress Concentration at Rib-to-Crossbeam Joint13
Artificial-Neural-Network-Based Mechanical Simulation Prediction Method for Wheel-Spoke Cable Truss Construction12
Dynamic Analysis of Semi-submersible Under the Postulated Failure of Restraining System with Buoy12
Force–Displacement Relationship of the Butterfly-Shaped Beams Based on Gene Expression Programming12
Experimental evaluation of new channel shear connector shapes11
Flutter Control of Long Span Suspension Bridges in Time Domain Using Optimized TMD10
Improved Ultra-Low Cycle Fatigue Fracture Models for Structural Steels Considering the Dependence of Cyclic Damage Degradation Parameters on Stress Triaxiality10
Effect of Using High Damping Rubber Bearings for Seismic Isolation of the Buildings10
Effects of Impact Loads on Local Dynamic Behavior of Orthotropic Steel Bridge Decks10
Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading10
Retrofitting of Core Reinforced Concrete Shear Wall System with Opening Using Steel Plates and FRP Sheets, A Case Study10
Stressed Skin Design Versus Braced Frame Design Through Efficient Numerical Modelling9
Experimental Study and Finite Element Analysis of Initial Imperfection on 7A04-T6 Aluminum Alloy Circular Hollow Section Column9
Enhanced Cross-Tension Property of the Resistance Spot Welded Medium-Mn Steel by In Situ Microstructure Tailoring9
Key Construction Technology and Monitoring of Long-Span Steel Box Tied Arch Bridge9
Time-Dependent Prediction on the Localized Corrosion of Steel Structure Using Spatial Statistical Simulation9
An Experimental Study on Bolt Looseness Monitoring Using Low-Cost Transfer Impedance Technique8
Flexural Performance of Composite Beams Using High-Strength Steel and High-Strength Concrete8
Seismic Response Control Performance Evaluation of Tuned Mass Dampers for a Retractable-Roof Spatial Structure8
Evaluation of the Probabilistic Distribution of Statistical Data Used in the Process of Developing Fragility Curves8
Study on Topology Optimization of Perforated Steel Plate Shear Walls in Moment Frame Based on Strain Energy8
Finite Element Modeling of Steel-concrete Composite Beams with Different Shear Connection Degrees8
A Developed Transfer Matrix Method for Analysis of Elastic–Plastic Behavior of Structures8
Crushing Behavior of Hierarchical Hexagonal Thin-Walled Steel Tubes Under Oblique Impact8
A Deformation History-Based Approach for Ultra-Low Cycle Fatigue Damage Evaluation of Steel Structures8
Temperature Distribution and Mechanical Response of Orthotropic Steel Bridge Deck During Paving of Gussasphalt Pavement8
The Effect of Geometry on Structural Behavior of Buildings with Steel Plate Shear Wall System Subjected to Blast Loading7
Rapid Prediction of Long-term Deflections in Steel-Concrete Composite Bridges Through a Neural Network Model7
Parametric Analysis on Hysteresis Performance and Restoring Force Model of LYP Steel Plate Shear Wall with Two-Side Connections7
Cold-Formed Steel Lipped Channel Section Columns Undergoing Local-Overall Buckling Interaction7
An Analytical–Numerical Hybrid Method for Evaluating Out-of-Plane Stability of Buckling Restrained Braces7
Linear and Nonlinear Behavior of Steel Buildings with Different Bracing Systems7
Finite element Analysis on Buckling Strength of Stainless Steel Circular Hollow Section Columns Under Concentric Axial Compression7
Tests and Finite Element Modelling of Cold-Formed Steel Zed and Hat Section Columns Under Axial Compression7
Concrete Confinement Effect in Circular Concrete Sandwiched Double Steel Tubular Stub-Columns7
Numerical Investigation of Energy Dissipation Device to Improve Seismic Response of Existing Steel Buildings with Soft-First-Story7
Seismic Story Shear Distribution Based on Inelastic State of Eccentrically Braced Frame with Vertical Link Composite High Strength Steel7
The Behavior of Welded Moment Connections in Box-Columns and Investigating Applied Demands for Different Cyclic Loading Protocols7
Study on the Design Method of Ring Groove Rivet Joint in Aluminum Alloy Structure6
Experimental Performance of Recycled Aggregate Concrete-filled Square Steel Tubular (RACSST) Stub Columns After Exposure to High Temperature and Water Spraying Cooling6
Corrosion Environment Monitoring of Local Structural Members of a Steel Truss Bridge under a Marine Environment6
Direct Strength Method for Stainless Steel Lipped Channel Columns Undergoing Local Buckling6
Experimental Study and Analysis on Axial Compression Performance of High-Strength Recycled Concrete-Filled Steel Tube Column in Corrosive Environments6
Application of Machine Learning in Prediction of Shear Capacity of Headed Steel Studs in Steel–Concrete Composite Structures6
The Wall–Frame Interaction Effect in Corrugated Steel Plate Shear Walls Systems6
Modified Low-Cycle Fatigue Estimation Using Machine Learning for Radius-Cut Coke-Shaped Metallic Damper Subjected to Cyclic Loading6
Strength Evaluation of Angle Type Shear Connectors in Composite Beams6
A Study on the Long-Term Measurement Data Analysis of Existing Cable Stayed Bridge Using ARX Model6
Experimental Research and Finite Element Analysis on Structural Stability of Disc-Buckle Type Formwork Support6
Applicability Evaluation of Clean Laser System in Surface Preparation on Steel6
Cyclic Loading Test for Concrete-Filled U-Shaped Steel Beam to Concrete-Filled Steel Tube Column Connections6
Experimental Study on Mechanical Properties of Q690 High Strength Steel in Marine Corrosive Environment6
Research on the Law of Stress Development Along Backfilling Process Between Crest and Valley of Buried Corrugated Steel Pipe Culverts6
Analytical and Design Method for the Global Stability of Modular Steel Buildings6
Mechanical Behavior of Laminated Rubber Isolation Bearing with Buckling Steel Plate6
Three-Dimensional Seismic Isolation Study of Single-Layer Reticulated Domes by Parameter Analysis5
A Comparative Study on the Performance of FEM, RA and ANN Methods in Strength Prediction of Pallet-Rack Stub Columns5
Flexural Behavior of Steel Beams Strengthened with CFRP Under Fire5
Sensitivity Analysis of Tubular-Web Reduced Beam Section Connections Under Cyclic Loading5
On the Collapse Resistance of the Levy Type and the Loop-Free Suspen-Dome Structures After Accidental Failure of Cables5
Structural Design Optimization of All-Steel Buckling-Restrained Braces Using Intelligent Optimizers5
Numerical Analysis of Bi-material Plate of Various Material Distributions with Crack and Other Discontinuities Under Thermo-mechanical Loadings Using XFEM5
Static Stability Analysis of Single-Layer Reticulated Spherical Shell with Kiewitt-Sunflower Type5
Study on Axial Compression Behavior of Cross-Shaped and L-Shaped Multi-cavity Concrete-Filled Steel Tube Special Shaped Column5
Development of Modified Ibarra–Krawinkler Deterioration Model for One-Story Steel Plate Shear Wall5
Reuse of Steel in the Construction Industry: Challenges and Opportunities5
Sensitivity of the Fragility Curve on Type of Analysis Methods, Applied Ground Motions and Their Selection Techniques5
Experimental Study on Load Carrying Capacity Enhancement of System Supports Considering Full Installation of Bracing Members5
Fire Resistance of Hybrid Floor Based on Small-Scale Furnace Tests and Energy-Based Time Equivalent Approach5
Simulation and Design Considerations on Transverse Connection of Prestressed Concrete T-girder Bridge5
Effect of Temperature-Induced Moment-Shear Interaction on Fire Resistance of Steel Beams5
Numerical Study on Stress Intensity Factors for Stud Connectors of Steel–Concrete Connection5
Fragility Analysis of Atmospheric Storage Tanks by Observational and Analytical Data5
Predicting Temperature Loads in Open Car Parks of Piloti Structures Exposed to Real Fire Accidents5
Special Truss Moment Frames Equipped with Steel Slit Dampers5
Simulation Analysis on Seismic Performance of Assembled Composite Energy Dissipation Pipe Joint5
Investigating Approximate Methods to Predict Residual Interstory Drift Ratio Demands in Steel Eccentrically Braced Frames5
Research on Cold-Formed Steel Stiffened-Web Built-up I-Section Columns with Complex Edge Stiffeners5
Study on Ultimate Capacity of Steel H-Section Members Under Combined Biaxial Bending and Axial Force5
Numerical Modelling and Design of Stainless Steel Double Extended End-Plate Beam-to-Column Joints5
Parametric Analysis on Elastic Buckling Performance of Low Yield Point Steel Plate Shear Wall with Two-Side Connections5
Damage Evaluation of Composite Beams Under Fire Conditions5
Numerical Study to Evaluate the Effect of Ductile Element in the Seismic Performance of Steel Frames with EBF4
Shear Capacity Analysis of Welded Steel I-Girders with Corrugated Webs based on First Yield4
Parameters Effect on Predicting Fire Resistance of Ultra-high Strength Concrete Filled Protected Square Steel Tubular Columns4
Numerical and Theoretical Study on Mechanical Behaviors of New Dovetail Joint System (NDJs) Subjected to Tensile, Compressive, and Out-of-plane Bending Moment Forces4
Local and Distortional Interaction Buckling of Cold-formed Thin-Walled High Strength Lipped Channel Columns4
Design Optimization of Tapered Steel Wind Turbine Towers by QPSO Algorithm4
Optimization Design of Reduced Beam Section Using Genetic Algorithm4
Experimental Investigation on Tensile Properties of the Bolt in Sphere Joints Under Fire4
Study on Control Criteria of Cable Length of Annular Crossed Cable-Truss Structure Based on Sensitive Analysis4
Progressive Collapse Mechanism Analysis of Concrete-Filled Square Steel Tubular Column to Steel Beam Joint with Bolted–Welded Hybrid Connection4
Strain-Rate Effect on the Stress and Strain Concentration in a Visco-Plastic Plate With An Elliptic Hole4
Response Modification Factor and Displacement Amplification Factor of Y-Shaped Eccentrically Braced High-Strength Steel Frames4
Experimental Investigation into In-plane Stability of Concrete-Filled Steel Tubular Parabolic Arches Under Five-Point Concentrated Loads4
A New Hybrid Friction Damper (HFD) for Dual-Level Performance of Steel Structures4
Bolt Loosening Localization at Flange Joints Using Wind-Induced Response for High-Rise Tower4
Structural Behaviour and Fire Design of Duplex and Ferritic Stainless Steel CHS Stub Columns4
Combined Effect of Bearing Stiffness of the Base Isolator and Damping Characteristics of the Viscous Damper on the Nonlinear Response of Buildings4
Structural Performance Evaluation of Modular Connections Using Developed Blocks4
Buckling Analysis of Groove Corroded Pipe Due to Axial Pressure with Finite Element Method4
A Simplified Calculation Method for Multi-Tower Self-Anchored Suspension Bridges Based on Frame Structure Theory Model4
Study on Mechanical Properties of Press-Bending Members Based on Transmission Towers Diagonal Member Reinforcement In-Situ3
A Mathematical Algorithm for Predicting the Crack in the Junction of a Steel Truss Bridge Using Acoustic Emission Testing3
XFEM-based Fatigue Crack Propagation Analysis on Key Welded Connections of Orthotropic Steel Bridge Deck3
Numerical Investigation of Steel Moment-Resisting Frame on Sandy Soil Under Normal Fault Rupture3
An Insight to the Dynamic Amplification Factor for Steel Truss Girder Bridge3
The Effect of Post-Earthquake Fire on the Performance of Steel Moment Frames Subjected to Different Ground Motion Intensities3
Numerical Investigation on Torsional Behaviour of Lean Duplex Stainless Steel Semi-elliptical Hollow Section Members3
Formulation of Two Nodes Finite Element Model for Geometric Nonlinear Analysis of RHS Beams Accounting for Distortion and Shear Deformations3
Using XFEM Technique to Predict the Effect of Default on the Damage of Steel Pipe Reduced-Connection Under Bending and Pressure Loading3
Bearing Capacity of Steel Square Tubular Column I-Shaped Beam Joints Connected by New Elliptical One-Sided Bolts3
Direct Strength Method for Cold-Formed Steel Unlipped Channel Columns Subject to Local Buckling3
Optimizing the Design of Tall Buildings Using the Principle of Virtual Work: The Effect of Semi Rigid Connections3
Failure Pressure of Welded Hollow Spherical Joints Containing Grooving Corrosion Defects and Wall Reduction3
Numerical Analysis on Plastic Moment Capacity of Prefabricated Steel Girders with Injection Channel Connections3
Interaction of Buckling Modes for Cellular Steel Beams Under Flexure3
Effectiveness of Fan Anchors in Preventing Debonding in FRP-Strengthened Steel Members3
Influence of Brittle Fracture of Shear Connectors on Flexural Behavior of Steel–Plate Concrete Composite Beams Under Cyclic Loading3
Panting Fatigue of Trapezoidal Corrugated Steel Webs with Mixed-Mode Cracks3
Stability of Large-Size and High-Strength Steel Angle Sections Affected by Support Constraint3
Blast Fragility of Steel Moment-Resisting Buildings for Different Seismic Design Levels3
Analytical and Experimental Studies on All-Steel Buckling Restrained Brace with Double Steel Tubes3
Seismic Behavior of Steel Braced Frames Equipped with Metal Foam3
Structural Multi-objective Topology Optimization in the Design and Additive Manufacturing of Spatial Structure Joints3
Approximate Methods to Estimate Residual Drift Demands in Steel Structures with Viscous Dampers Designed by the DDBD Approach3
Experimental and Fracture Model Study of Q690D Steel Under Various Stress Conditions3
Robustness Analysis of a Flexible Cable-Strut Tensile Structure3
Experimental and Numerical Research on Uplift-Restricted and Slip-Permitted Screw-Shaped Connectors3
Simultaneous Multi-objective Optimization of Semi-active Intermediate Isolation System and Building Structure3
Artificial Neural Network (ANN) Based Prediction of Ultimate Axial Load Capacity of Concrete-Filled Steel Tube Columns (CFSTCs)3
Experimental Study of Rubber-Concrete-Filled CST Composite Column Under Axial Compression3
Research on a New Class of Planar Tensegrity Trusses Consisting of Repetitive Units3
Behaviour of CFST Stub Columns Subjected to Pure Compression3
Dynamic Analyses and Simplified Methods for Evaluating Complicated Suspend-dome Structures Subjected to Sudden Cable Failure3
An Experimental Study of an SMA-Based Self-Centering Damper3
Finite Element Modeling of Steel–Concrete–Steel Sandwich Beams with Bolt Connectors Under Drop Weight Impact3
Research on Seismic Performance of Corrugated Steel Plate Shear Walls with Inelastic Buckling Subjected to Lateral Loads3
Application of Semi-active TMD to Tilted High-Rise Building Structure Subjected to Seismic Loads3
Local Strain-Based Low-Cycle Fatigue Assessment of Joint Structure in Steel Truss Bridges During Earthquakes3
A Novel Two-Step Tensegrity Topology-Finding Method Based on Mixed Integer Programming and Nonlinear Programming3
Behaviour of GFRP Stiffened Cold-Formed Steel Built-up Beams3
Numerical Procedure for the Three-Dimensional Nonlinear Modelling of Composite Steel–Concrete Beams3
Ultra-Low Cyclic Fatigue Fracture of Q235B and Q345B Steels and Their Butt Welded Joints3
Structural optimization of unsymmetrical eccentric load steel box girder based on new swarm intelligence optimization algorithm3
Mechanical Properties of Steel Strands Cooled by Different Methods After High-Temperature Treatment3
Reinforcement of Circular Steel Tubes Using Welded Casings Under Axial Compression Loading3
Post-buckling Strength of Welded Steel I-Girders with Corrugated Webs3
An Experimental Study on the Performance of a Damper Fabricated by Dual Rubber Springs3
Distortional–Global Interactive Buckling of Thin-Walled Columns with Complex Lips3
Fatigue Assessment of Offshore Triceratops Restraining System Under Hurricane-driven Metocean Conditions3
Comparing the Seismic Behavior of Various Knee Braced Steel Frames Based on Incremental Dynamic Analysis and Development of Fragility Curves3
Effect of the Traffic Load Distribution on the Progressive Collapse of a Cable-Stayed Bridge Under Blast Load3
Effects of Loading Rates on the Hysteretic Response of Resilient Variable Friction Dampers3
Investigation of Tie Bars Axial Force Demands in Composite Plate Shear Walls—Concrete Filled3
Seismic Resilience-Based Design Method for Hybrid Bridge Pier Under Four-Level Seismic Fortifications3
Practical Machine Learning Application for Predicting Axial Capacity of Composite Concrete-Filled Steel Tube Columns Considering Effect of Cross-Sectional Shapes2
WUF-W Moment Connection in Steel Box-Column Subjected to the New Cyclic Loading Protocol2
Damaged Tubular T-joints Retrofitted with Carbon Fiber Reinforced Polymer Subjected to Monotonic and Cyclic Loadings2
Experimental Investigation of Block Shear Failure in a Single Angle Tension Member2
Parameter Sensitivity Study on Static and Dynamic Mechanical Properties of the Spatial Y-shaped Tied Arch Bridge2
An Improved Mathematical Calculation Method for Beam String Structure Based on Static Equilibrium Principle2
Behaviour of Steel Deep Beams in Moment Frames with Web Opening Subjected to Lateral Loading2
Bond Behavior in Flexural Members: Numerical Studies2
Modelling and Design of Stainless Steel Hollow Section Beam-Column Members in Fire2
Optimal Procedure for Determining Constitutive Parameters of Giuffrè–Menegotto–Pinto Model for Steel Based on Experimental Results2
Estimating the Effects of Corrosion Pitting Morphology on Residual Fatigue Properties of Corroded Steel Based on Fractal Theory2
A Concise Hysteretic Model of 590 N/mm2 Grade High Performance Steel Considering the Bauschinger Effect2
Test and Numerical Investigation Mechanical Behavior of Cable Dome2
Capacity Difference of Circular Hollow Section X-joints Under Brace Axial Compression and Tension2
Geometric Imperfection Distributions of Existing Reticulated Shells: Theoretical and Experimental Analysis2
Monte Carlo Simulation Method for Pit Erosion Process of Cable Wire Based on Bi-plane Cellular Automata2
New Elastoplastic Analysis of Two-Dimensional Frames When Some Plastic Hinges Unload Elastically2
Effect of Pitting Corrosion on the Stress Intensity Factor Magnitude and Distribution2
Detection of Fracture in Steel Members of Building Structures by Microstrain Measurement2
Experimental and Numerical Study on the Effect of Heel Plate Length and Thickness on the Structural Integrity of Cold-formed Steel Roof Trusses2
Study on the Mechanical Behavior of Composite Special-Shaped Columns under Compression-Bending Without End Rotation Constraints2
Extended End Plate Long Bolted Joint Using Cold Formed Steel Hollow and Concrete Filled Column2
Test, 3D Scanning and FE Study on Flexural Behavior of Q550E HPS Beams Subjected to Local Corrosion at Mid-Span Region2
Study on Restoring Force Model of RACFST Frame Infilled with RHB Masonry Wall2
Investigating the Behavior of Steel Flush Endplate Connections at Elevated Temperatures Using FEM and ANN2
Seismic Retrofitting Effect of RC Buildings using Perimeter Steel Moment Frames2
Experimental and Numerical Study on the Nonlinear Behavior of Strengthened Beams Under High Preload2
Investigation into the Prestress Loss and Thermal Expansion Performance of Steel Cables at High Temperature2
Theoretical Models for Tie Bar Maximum Axial Force Demand in Composite Plate Shear Walls–Concrete Filled2
Mathematical Modelling of Online Warping Height of Cold-Rolled Thin Strip Steel2
Flexural Behavior of Encased Beam Flat or Perforated steel Cold Formed Sections2
Reduction of Stress Concentration at Stop-Hole by Bolting a Crack2
Study of Fire Resistance Performance of Stiffened Welded Hollow Spherical Joint Under Axial Tension2
Optimal Design Parameters of Stiffeners for Improving Seismic Performance of Links in EBFs2
Damage Evolutions and AE Characteristics for Square Concrete-Filled Steel Tubular Columns Under Axial Load2
Analysis of Wind-Induced Vibration Response of High-Rise Structure of Heat Sink Tower Based on Large Eddy Simulation2
Elevated Temperature Effect on the Dynamic Characteristics of Steel Columns and Frames2
Experimental and Numerical Studies on Dynamic Characteristics of Long-Span Cable-Supported Pipe Systems2
The Use of Shear Connectors for Enhancing the Performance of Steel–Concrete Composite Beams: Experimental and Numerical Assessment2
The Effect of Earthquake Characteristics on the Seismic Performance of Steel Moment Resisting Frames2
Stiffened Trapezoidally-Corrugated Plates in Open-Section Shear Walls2
Lateral Stability Analysis for Composite Plate Girder Bridges2
Parametric Analysis of End-Plate Joint in Hybrid Strength Steel Frame Subjected to Static Loads2
Numerical Analysis and Experimental Investigation on Behavior of Cold-Formed Steel Castellated Beam with Diamond Castellation2
Evaluating the Symmetric Behavior of Single Superelastic SMA Rings with Circular and Elliptic Shapes2
Analysis of Finite Element Mechanism of Axial Compressive Behavior of T-Shaped Stiffened Concrete-Filled Steel Tubular Stub Columns After Uniform Fire Exposure2
Web Crippling Behaviour of Cold-Formed High-Strength Steel Unlipped Channel Beams Under Interior-Two-Flange Load Case2
Behavior of Box Concrete-Filled Steel Tube Columns Considering Confinement Effect2
An Experimental Study on Shear Performance of Reinforced Steel Fiber Recycled Aggregate Concrete Filled Square Steel Tube Column of 50 MPa2
Time and Frequency Domain Analysis of Wind Turbine Towers Under Spatially Correlated Wind Field2
Effects of Redecking from RC Deck to Orthotropic Steel Deck on Seismic Resistance of Elevated Girder Bridges2
A Study on Live Load Deflection Criteria of Long-Span Steel Bridges2
Numerical Investigation on Shear Deflection of Steel Welded I Sections with Varying Span to Depth Ratios2
Design Principles for Wind Turbine Earthquake and Wind Load Combinations2
A Study on Cold-Formed Steel Lipped Channel Flexural Members at Elevated Temperature Under Various Loading Scenarios2
Experimental Study and Fine-Tuned Simulation of Cable-Joint Pair Slipping in the Cable-Supported Structure2
Experimental and Numerical Study of a Tube in Tube Force Limiting Device2
Analysis of Stressed Skin Behaviour of a Steel Façade Frame Under Varying Structural Conditions1
A New Micromechanical Criterion for Ductile Fracture of G20Mn5QT Cast Steels Under Shear Stress1
Structural Design for Roll-Formed Aluminium Alloy Perforated Channels Subjected to Interior-Two-Flange Web Crippling: Experimental Tests, Numerical Simulation, and Neural Network1
Load Spread in Gusset Plates Connected with One and Two Bolts1
Selection of New Type Radial Steel Gate and Analysis of Static and Dynamic Characteristics1
Cyclic Inelastic Behavior of Plate Welded to Concrete-Filled Circular Hollow Section1
Probabilistic Tensile Strength Model of Q345 Steel Plates with Random Pitting Corrosion for Fragility Analysis1
Distortional Moment Capacity Prediction Analysis of Cold-Formed Rack Section Steel Beams Using the Direct Strength Method (DSM)1
Seismic Performance of Welded Steel Beam-to-Column Connections with Initial Weld Defects1
Suspension Footbridge Form-Finding with Laplacian Smoothing Algorithm1
Comparison Study on Flexural Behavior of Steel and FRPs Reinforced Concrete Beam1
Analysis of Pressure Distribution of the Bolted Joints Based on the Finite Element Method1
Formulas for Stress Concentration Factors in T&Y Steel Tubular Joints Stiffened with FRP under Bending Moments1
Fatigue Life Evaluation of Tripod Offshore Structure Using 3D Fatigue FE Analysis1
Experimental Study on the Tensile Behavior of Interlocks on U-Type Section Steel Piling1
Mechanical Properties and Experimental Study of a New Laminated Girder Single Tower Cable-Stayed Bridge1
Experimental Investigation of Vibratory and Acoustical Behavior of Multiple-Unit Impact Dampers in Free Vibration Reduction1
Collapse Behaviours of Stiffened Panels Under Longitudinal Compression Considering Heating and Cooling Processes1
Seismic Assessment of Pipe Racks Accounting for Soil-Structure Interaction1
Collapse Behavior of Reduced-Scale Frames by the Inverted Shaking Table Method under Dynamic Seismic Loading1
Failure Analysis of a Cruciform-Leg Transmission Line Tower1
Cyclic Response and Constitutive Model Study of G20Mn5QT Cast Steel1
Numerical Analysis on Distortional Failure of Cold-Formed Steel Hat-Section Beams Under Non-uniform Bending1
Progressive Collapse Assessment and Retrofit of a Multistory Steel Braced Office Building1
Performance of Fully Restrained Welded Beam-Column Connections Subjected to Column Loss1
Evaluation of Fatigue Damage in Steel Plates Through Non-linear Ultrasonic Technique1
Experimental Study on Structural Performance of New Steel–Concrete Composite Beam for Both Long-Span and Low-Height Parking Structures1
Elastic Foundation Beam Solution of Tensile Flexible Retaining Wall1
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