Monitoring dynamic characteristics of 600 m+ Shanghai Tower during two consecutive typhoons

Keyphrases

• High-rise Building 100%
• Dynamic Characteristics 100%
• Typhoon 100%
• Shanghai Tower 100%
• Damper 66%
• Vibration Amplitude 66%
• Damping Ratio 66%
• Wind Effects 33%
• Numerical Experiments 33%
• Natural Frequency 33%
• Analytical Results 33%
• Tuned Mass Damper 33%
• Wind-induced Response 33%
• Discrete-time 33%
• Measurement Results 33%
• Dynamic Performance 33%
• Higher Order Mode 33%
• Mean Wind Speed 33%
• Increasing Trends 33%
• Random Decrement Technique 33%
• Structural Dynamic Characteristics 33%
• Dynamic Wind 33%
• Wind-resistant Design 33%
• First Mode 33%
• Time-varying Characteristics 33%
• Acceleration Amplitude 33%
• Fourier Transformation Method 33%
• Mode Decomposition Method 33%
• Window Technology 33%
• Critical Damping Ratio 33%
• Successive Typhoons 33%
• Analytical Mode Decomposition 33%

Engineering

• Rise Building 100%
• Damping Ratio ζ 100%
• Tower 100%
• Super High 66%
• Numerical Experiment 33%
• Dynamic Performance 33%
• Measured Data 33%
• Field Measurement 33%
• Resistant Design 33%
• Time Domain 33%
• Analytical Result 33%
• Mass Damper 33%
• Discrete Time 33%
• Combined Method 33%
• Moving Window 33%
• Critical Damping 33%
• Structural Dynamics 33%
• Resonant Frequency 33%