Tests of cold-formed circular tubular braces under cyclic axial loading

Engineering

• Axial Loading 100%
• Buckling Load 33%
• Circular Hollow Section 100%
• Cycles 33%
• Design Load 33%
• Ductility Index 33%
• Energy Absorption Capacity 33%
• Failure (Mechanical) 33%
• Formed Steel 33%
• Hysteresis Behavior 66%
• Local Buckling 33%
• Seismic Design 33%
• Slenderness 33%
• Slenderness Limit 33%
• Steel 33%
• Steel Grade 33%
• Thickness Ratio 33%
• Yield Stress 33%