Seismic design coefficients verification of regular and vertically irregular high-rise shear wall buildings using bidirectional horizontal ground motions and 3D modeling

Keyphrases

• Horizontal Ground Motion 100%
• Amplification Coefficient 50%
• High-rise Reinforced Concrete Structure 50%
• Bearing Wall 50%
• Dual Structure 50%

Engineering

• Horizontal Ground Motion 100%
• Simulation Mode 33%
• Bearing Wall 33%