Effect of bidirectional excitations on seismic response of RC buildings

Keyphrases

• Active Fault 66%
• Bidirectional Excitation 100%
• Building Criteria 33%
• Code Structure 33%
• Compression Response 33%
• Demand Response 33%
• Force Sensitivity 33%
• Global Response 33%
• Horizontal Component 33%
• Horizontal Seismic Force 33%
• Local Response 33%
• Near-field Earthquake 33%
• Response Modification Factor 33%
• Vertical Component of Ground Motion 33%

Engineering

• Global Response 33%
• Local Response 33%