New energy based approach to predict seismic demands of steel moment resisting frames subjected to near-fault ground motions

Keyphrases

• Energy-based Approach 100%
• Near-fault Ground Motion 100%
• Seismic Demand 100%
• Steel Moment-resisting Frame 100%
• Global Displacement 66%
• Proposed Methodology 33%
• Energy Input 33%
• Structural System 33%
• Energy-based 33%
• Energy Measurement 33%
• Finite-time Interval 33%
• Hysteretic 33%
• MDOF System 33%
• Maximum Inelastic Displacement 33%
• Pushover Analysis 33%
• Near-fault 33%
• Hysteretic Energy Demand 33%
• Hysteretic Energy 33%
• Motion System 33%
• Response Value 33%
• Ground Motion Characteristics 33%
• ASCE 41 33%
• Zero Crossing 33%
• Modal Pushover Analysis 33%
• Displacement Demand 33%
• Steel Structures 33%
• Nonlinear Dynamic Analysis 33%

Engineering

• Energy Engineering 100%
• Ground Movement 100%
• Resisting Moment 100%
• Non-Linear Dynamic 20%
• Structural System 20%
• Good Correlation 20%
• Finite Time Interval 20%
• Steel Structure 20%
• Actual Value 20%
• Input Energy 20%
• Pushover Analysis 20%
• Response Value 20%