Effect of nonlinearity on seismic response of nonstructural components in a code-conforming RC shear wall building

Keyphrases

• Nonlinearity 100%
• Seismic Response 100%
• Nonstructural Components 100%
• Shear Building 100%
• RC Shear Wall 100%
• Force Factor 60%
• Support Structure 40%
• Montreal 20%
• Ductility 20%
• Eurocode 8 20%
• Coupled Shear Wall 20%
• Office Building 20%
• Average Spectral Acceleration 20%
• Nonlinear Behavior 20%
• Linear Behavior 20%
• Dynamic Amplification Factor 20%
• Fundamental Mode 20%
• Stiff Soil 20%
• Floor Response Spectra 20%
• Component Dynamics 20%
• Component Factor 20%
• Time History Analysis 20%
• Height Factor 20%
• Peak Acceleration 20%
• Artificial Earthquakes 20%
• Higher Modes 20%

Engineering

• Seismic Response 100%
• Shear Walls 100%
• Nonlinearity 100%
• Supporting Structure 100%
• Time History 50%
• Eurocodes 50%
• Optimal Value 50%
• Office Buildings 50%
• Nonlinear Behavior 50%
• Linear Behavior 50%
• Dynamic Amplification Factor 50%
• Fundamental Mode 50%
• Peak Acceleration 50%
• Response Spectrum 50%