Study on the Peak Factor of the Wind-Induced Response of Super-High-Rise Buildings

• Published in: Atmosphere 2023-02, Vol.14 (2), p.379
• Main Authors: Wang, Jun-Bo, Wang, Yu, Wang, Lei, Liang, Shu-Guo
• Format: Article
• Language: English
• Subjects: Aluminum; Aspect ratio; Crosswinds; Damping; Damping ratio; Degrees of freedom; Energy dissipation; Environmental aspects; Extreme value theory; Extreme values; Fourier transforms; High rise buildings; Hypotheses; MDOF aero-elastic model; Methods; peak factor; Random variables; Reynolds number; Skyscrapers; Stochastic models; Stochastic processes; Stochasticity; super-high-rise buildings; Tall buildings; Velocity; Vibration; Vortex-induced vibrations; Wind effects; Wind engineering; Wind measurement; Wind pressure; Wind resistance; Wind speed; Wind tunnel testing; wind tunnel tests; Wind tunnels; wind-induced response
• ISSN: 2073-4433; 2073-4433
• DOI: 10.3390/atmos14020379

The wind-induced responses of tall buildings are stochastic processes, and the peak factor is an important parameter to evaluate the extreme value of the wind-induced response in wind-resistant design. The existing research on the peak factor mainly focuses on the wind pressure on the building surface, but rarely concerns the wind-induced response peak factor of the structures. In view of this, the peak factor of the wind-induced response of super-high-rise buildings was studied in this paper. Firstly, a series of wind tunnel tests of the multi-degree-of-freedom aero-elastic models (MDOF) were carried out, wherein the along-wind and cross-wind responses were measured. Thereafter, the peak factor of wind-induced response was calculated using the peak factor method, classical extreme value theory, and the improved peak factor method. It was found that the peak factor calculated by the improved peak factor method is in good agreement with classical extreme value theory, which indicates that the improved peak factor method is applicable to calculate the peak factor of the wind-induced response of high-rise buildings. The results calculated using the improved peak factor method show that the peak factor of cross-wind response varies significantly with the wind speed, varying from about 2.5 to 5.5. The peak factor of cross-wind response first increases and then decreases with the increase in the wind speed, reaches the minimum near the critical wind speed of vortex-induced vibration (VIV), and increases again when the wind speed is larger than the VIV wind speed. Finally, an empirical formula for the cross-wind response peak factor was proposed as a function of the reduced wind speed, aspect ratio, and damping ratio of the structure.