Influence of ground motion duration on inelastic seismic response of subway stations in soft soils

Keyphrases

• Soft Soil 100%
• Duration of Effect 100%
• Damage Index 100%
• Subway Station 100%
• Ground Motion Duration 100%
• Inelastic Seismic Response 100%
• Drift Ratio 75%
• Internal Force 50%
• Dynamic Analysis 50%
• Sidewall 50%
• Strong Ground Motion 50%
• Structural Members 50%
• Maximum Drift 50%
• Significant Duration 50%
• Long-period Ground Motion 50%
• Compressive Damage 50%
• Engineering Demand Parameters 50%
• Japan 25%
• Elastic Soil 25%
• Soil Behavior 25%
• Kobe 25%
• Strength Degradation 25%
• Nonlinear Model 25%
• Strong Earthquake 25%
• Seismic Design 25%
• Two-dimensional numerical Model 25%
• Stiffness Degradation 25%
• Amplitude Spectrum 25%
• Response Spectrum 25%
• Location-specific 25%
• Seismic Assessment 25%
• Column Stiffness 25%
• Force Drift 25%
• Concrete Damage Plasticity 25%
• Daikai Station 25%
• Cyclic Degradation 25%
• Total Damage 25%
• Weak Earthquakes 25%

Engineering

• Seismic Response 100%
• Ground Movement 100%
• Subway Stations 100%
• Engineering 33%
• Internal Force 33%
• Side Wall 33%
• Structural Member 33%
• Japan 16%
• Two Dimensional 16%
• Numerical Model 16%
• Infrastructure 16%
• Plasticity Model 16%
• Nonlinear Model 16%
• Seismic Design 16%