Numerical study on wind pressure characteristics of Chinese yurt building under downburst wind: Fid-Bau Portal

Numerical study on wind pressure characteristics of Chinese yurt building under downburst wind

Xu, Fan / Ji, Baifeng / Xiong, Qian / Liu, Guangyi / Qiu, Penghui / Xing, Panpan / Liu, Hui / Xu, Shuaijun

Inner Mongolia is a high‐frequency thunderstorm region in China, and the downburst caused by the thunderstorm weather is a severe threat to buildings. In order to study the influence of downburst on the wind pressure characteristics of the yurt building, the wind field model of the yurt building under downburst is established based on the computational fluid dynamics method, and the effect of the wall treatment method and turbulence model on the numerical simulation of wind pressure of the yurt building under downburst is analyzed. The results demonstrate that the maximum positive pressure at the windward side of the yurt building occurs at 3/4 of the yurt building height under downburst, and the maximum negative pressure at the roof of the yurt building appears at the center of the roof. Compared with the experimental results, the Shear Stress Transport (SST) k‐ω model is suitable for simulating both sides of the yurt building, while the Reynolds Stress equation Model (RSM) is suitable for simulating the windward side, roof, and leeward of the yurt building. The enhanced wall treatment is appropriate for simulating the remaining sides of the yurt building while the standard wall function is appropriate for simulating both sides of the building.

Wind pressure characteristics of Chinese yurt building under downburst are investigated. Most unfavorable position of yurt building under downburst is 3/4 of windward side and roof center. Numerical results on the yurt building under downburst with different turbulence models are evaluated. Wind pressure results of yurt buildings with different near‐wall treatment methods are compared.