Flexural performance of symmetrical cold-formed thin-walled members under monotonic and cyclic loading

Keyphrases

• Cyclic Loading 100%
• Monotonic Loading 100%
• Flexural Rigidity 100%
• Flexural Performance 100%
• Thin-walled Members 100%
• Cold-formed 100%
• Design Reference 50%
• Dynamic Response 50%
• Closed-loop 50%
• High Strength 50%
• Post-buckling Stage 50%
• Buckling Behavior 50%
• Sectional Dimension 50%
• Symmetrical Axis 50%
• Flexural Behavior 50%
• Modified Analytical Model 50%
• Static Response 50%
• Sectional Properties 50%
• Length Dimension 50%
• Prebuckling 50%
• Cold-formed Steel Members 50%
• Strength Loss 50%
• Cold-formed Sections 50%

Engineering

• Cyclic Loading 100%
• Monotonic Loading 100%
• Flexural Rigidity 100%
• Test Result 50%
• Dynamic Response 50%
• Closed Loop 50%
• Analytical Model 50%
• Buckling 50%
• Sectional Dimension 50%
• Sectional Property 50%
• Buckling Behavior 50%
• Flexural Behavior 50%
• Static Response 50%
• Formed Steel 50%
• Length Dimension 50%
• Strength Loss 50%