Procedure to predict the storey where plastic drift dominates in two-storey building under strong ground motion

Keyphrases

• Strong Ground Motion 100%
• Peak Ground Acceleration 50%
• Rigid-plastic Model 50%
• Upper Bound Estimate 50%
• Base Shear Coefficient 50%
• Triangular Forms 50%
• Elastoplastic Model 50%
• Dynamic Response Analysis 50%
• Seismic Force Distribution 50%

Engineering

• Plastic Model 100%
• Ground Movement 100%
• Dynamic Response 50%
• Ground Acceleration 50%
• Rigid Plastic 50%
• Base Shear 50%
• Yield Strength 50%