Modal-based ground motion selection procedure for nonlinear response time history analysis of high-rise buildings

Engineering

• Response Time 100%
• Selection Procedure 100%
• Time History 100%
• Ground Movement 100%
• Nonlinear Response 100%
• Rise Building 100%
• Time Domain 9%
• Degree of Freedom 9%
• Multimode 9%
• Single Degree 9%
• Frequency Content 9%
• Freedom System 9%
• Design Spectrum 9%
• Good Agreement 4%
• Structural Model 4%
• Pushover Analysis 4%

Keyphrases

• Selection Strategy 100%
• Ground Motion Input 100%
• Nonlinear Time History Analysis 100%
• High-rise Building 100%
• Ground Motion Selection 100%
• Seed Output 25%
• Spectrum Matching 12%
• Frequency Content 12%
• Seismic Demand 12%
• Design Spectra 12%
• Equivalent Single-degree-of-freedom System 12%
• Multi-mode Interaction 12%
• Response Spectrum 6%
• Ground Motion 6%
• Pushover Analysis 6%
• Group of Seven 6%