Verification of seismic design coefficients of multi-story steel buildings considering bidirectional earthquake loading

Engineering

• Seismic Design 100%
• Earthquake Loading 100%
• Design Code 50%
• Limitations 50%
• Two Dimensional 50%
• Seismic Response 50%
• Safety Margin 50%
• Level Intensity 50%
• Seismic Performance 50%
• Building Code 50%
• Economical Design 50%
• Seismic Loading 50%
• Nonlinear Analysis 50%
• Static Analysis 50%
• Design Optimization 50%

Keyphrases

• Multistory Steel Buildings 100%
• Response Modification Coefficient 100%
• Force-based Seismic Design 25%
• Seismic Design Approach 25%
• Fair Ranking 25%
• Pseudo-static Analysis 25%
• Seismic Deformation 25%