Probabilistic assessment of ductility for earthquake resistant design of steel members

Engineering

• Resistant Design 100%
• Cross Section 50%
• Reliability Analysis 50%
• Steel Beam 50%
• Local Buckling 50%
• Performance Criterion 50%
• Section Property 50%
• Strain Hardening 50%
• Dissipative Component 50%

Keyphrases

• Steel Members 100%
• Dissipative Collapse 33%
• Member Ductility 33%
• Stress Softening 33%
• Generalized Parameters 33%
• Uncertainty Coefficient 33%
• Cross-section Properties 33%
• Column Members 33%
• Property Uncertainty 33%
• Yield Strain 33%
• Collapse Mode 33%
• Buckling Model 33%