Self-centering concrete-filled steel tubular column-steel beam joint: Experiment and numerical modeling

Keyphrases

• Numerical Modeling 100%
• Steel Beam 100%
• Concrete-filled Steel Tubular Column 100%
• Self-centering 100%
• Experiment Modeling 100%
• Joint Experiment 100%
• Steel Tendon 100%
• Finite Element Model 50%
• Unbonded Tendons 50%
• Residual Deformation 50%
• Self-centering Performance 50%
• Axial Compression Ratio 50%
• Strain Distribution 25%
• Energy Dissipation 25%
• Stress Distribution 25%
• Cyclic Loading Test 25%
• Failure Mode 25%
• Restoring Force 25%
• Stiffness Degradation 25%
• Deformation Distribution 25%
• Strength Degradation 25%
• Concrete Strength 25%
• Rotation Angle 25%
• High Strength Steel 25%
• Ordinary Steel 25%
• Parameter Analysis 25%
• Residual Strain 25%
• Flexural Capacity 25%
• Hysteresis Behavior 25%
• Self-centering Capability 25%
• Seismic Behavior 25%
• Scaled Specimens 25%
• CFST Column 25%
• Assembly Parts 25%
• Width-thickness Ratio 25%
• N-widths 25%
• Beam Rotation 25%
• Part Strength 25%

Engineering

• Steel Beam 100%
• Joints (Structural Components) 100%
• Numerical Modeling 100%
• Axial Compression 25%
• Finite Element Modeling 25%
• Compression Ratio 25%
• Restoring Force 12%
• Energy Dissipation 12%
• Concrete Strength 12%
• Stiffness Degradation 12%
• Angles of Rotation 12%
• Flexural Capacity 12%
• Seismic Behavior 12%
• Ordinary Steel 12%
• Strength Degradation 12%
• Concrete Filled Steel Tube 12%
• Failure Mode 12%
• Cyclic Loading 12%
• Thickness Ratio 12%
• High Strength Steels 12%

Material Science

• Finite Element Modeling 100%
• High Strength Steels 50%