Probabilistic performance-based evaluation of a tall steel moment resisting frame under post-earthquake fres

Keyphrases

• Post-earthquake 100%
• Probabilistic Evaluation 100%
• Performance-based Evaluation 100%
• Steel Moment-resisting Frame 100%
• Seismic Damage 66%
• Multi-hazard Scenario 33%
• Earthquake Events 33%
• Story Drift 33%
• Moment Resisting Frames 33%
• Work Model 33%
• Seamless Programming 33%
• Connection Failure 33%
• Residual Strength 33%
• Structure Reliability 33%
• Small Beams 33%
• Damage State 33%
• Loading Density 33%
• Post-earthquake Response 33%
• Nonlinear Dynamic Analysis 33%

Engineering

• Resisting Moment 100%
• Economic Loss 33%
• Damage State 33%
• Hazard Scenario 33%
• Modulus of Elasticity 33%
• Reliability Analysis 33%
• Tension Force 33%