The modelling and prediction of dynamic responses of slender continua deployed in tall structures under long period seismic excitations

Keyphrases

• Analytical Model 33%
• Building Structure 33%
• Cable 33%
• Common Mode 33%
• Dynamic Performance 33%
• Dynamic Response 100%
• Earthquake 33%
• Earthquake Damage 33%
• Earthquake Excitation 66%
• Failure Mode 33%
• Fundamental Mode 33%
• Governor 33%
• High-rise 33%
• Long-period Earthquake 33%
• Long-period Earthquake Ground Motion 33%
• Mitigating Strategies 33%
• Overspeed Governor 33%
• Protective Measures 33%
• Resonant Interaction 33%
• Rope 100%
• Rope System 33%
• Seismic Conditions 33%
• Seismic Excitation 100%
• Seismic Waves 33%
• Suspension Rope 33%
• Sway Motion 33%
• Tall Buildings 100%

Engineering

• Analytical Model 50%
• Common Mode 50%
• Dynamic Performance 50%
• Dynamic Response 100%
• Fundamental Mode 50%
• Ground Movement 50%
• Protective Measure 50%
• Seismic Wave 50%
• Tall Buildings 100%