Critical remarks on Rayleigh damping model considering the explicit scheme for the dynamic response analysis of high rise buildings

Keyphrases

• Higher Modes 100%
• High-rise Building 100%
• Dynamic Response Analysis 100%
• Rayleigh Damping Model 100%
• Explicit Scheme 100%
• Dynamic Response 66%
• Axial Force 66%
• Stiffness 33%
• Seismic Load 33%
• Damping Ratio 33%
• Shear Force 33%
• Mode Shape 33%
• Dynamic Analysis 33%
• Seismic Waves 33%
• Bending Moment 33%
• Frame System 33%
• Initial Modes 33%
• Longitudinal Seismic Response 33%
• Rayleigh Damping 33%
• Stability Issues 33%
• Implicit Scheme 33%
• Total Response 33%
• High Damping 33%
• Classical Dynamics 33%
• Core Walls 33%
• Structure Response 33%
• Story Drift 33%
• Rayleigh Damping Coefficients 33%

Engineering

• Dynamic Response 100%
• Rise Building 100%
• Explicit Operator 100%
• Explicit Scheme 100%
• Axial Force 66%
• Damping Ratio ζ 33%
• Shear Force 33%
• Mode Shape 33%
• Seismic Wave 33%
• Damping Coefficient 33%
• Seismic Loads 33%
• Bending Moment 33%
• Core Wall 33%
• Do Model 33%
• Implicit Scheme 33%