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

被引:1
|
作者
Xu, Fan [1 ]
Ji, Baifeng [1 ,2 ]
Xiong, Qian [1 ]
Liu, Guangyi [3 ]
Qiu, Penghui [1 ]
Xing, Panpan [1 ]
Liu, Hui [1 ,2 ]
Xu, Shuaijun [1 ]
机构
[1] Wuhan Univ Technol, Sch Civil Engn & Architecture, Wuhan 430070, Peoples R China
[2] Wuhan Univ Technol, Hainan Inst, Sanya, Peoples R China
[3] Chongqing Univ, Sch Civil Engn & Architecture, Chongqing, Peoples R China
来源
基金
中国国家自然科学基金; 海南省自然科学基金;
关键词
downburst; numerical simulation; turbulence model; wind pressure coefficient; yurt building; IMPINGING JET; LOADS; DISTRIBUTIONS; MODELS; CUBE;
D O I
10.1002/tal.2046
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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-& omega; 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.
引用
收藏
页数:13
相关论文
共 50 条
  • [41] Modeling of downburst outflows and wind pressures on a high-rise building under different terrain conditions
    Yan, Bowen
    Yuan, Yangjin
    Ma, Chenyan
    Dong, Zhichao
    Huang, Hanjie
    Wang, Zhisong
    JOURNAL OF BUILDING ENGINEERING, 2022, 48
  • [42] A study of downburst-induced wind loading on buildings
    Iida, Yumi
    Uematsu, Yasushi
    Gavanski, Eri
    Journal of Wind Engineering, 2015, 40 (02) : 40 - 49
  • [43] Wind field and pressure characteristics on wind turbine surface under moving thunderstorms
    Liu, Chuncheng
    Ma, Siyu
    Yan, Zhao
    Li, Chengbo
    ENERGY REPORTS, 2023, 9 : 1917 - 1927
  • [44] Experimental study on aerodynamic admittance functions of the train under the stationary thunderstorm downburst wind
    Hu, Peng
    Zhang, Fei
    Han, Yan
    Wang, Ningning
    Yan, Naijie
    Wang, Sailong
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2024, 57 (10): : 33 - 46
  • [45] Numerical simulation of idealised three-dimensional downburst wind fields
    Mason, M. S.
    Fletcher, D. F.
    Wood, G. S.
    ENGINEERING STRUCTURES, 2010, 32 (11) : 3558 - 3570
  • [46] Wind speed profiles of an actual downburst based on CFD numerical simulation
    Li, Yan
    Qu, Weilian
    Ji, Baifeng
    Wang, Yifei
    PROGRESS IN CIVIL ENGINEERING, PTS 1-4, 2012, 170-173 : 3411 - 3414
  • [47] Frequency Domain Characteristics of Wind Loads on High-rise Buildings under Thunderstorm Downburst
    Fang, Zhiyuan
    Wang, Zhisong
    Li, Zhengliang
    Hunan Daxue Xuebao/Journal of Hunan University Natural Sciences, 2020, 47 (01): : 100 - 107
  • [48] A numerical study on dynamic characteristics of 5 MW floating wind turbine under wind-rain conditions
    Wu, Song
    Sun, Hanbing
    Zheng, Xing
    OCEAN ENGINEERING, 2022, 262
  • [50] Wind tunnel and numerical study of wind pressure coefficients on a medieval Swedish church
    Liu, Wei
    Mattsson, Magnus
    Widstroem, Torun
    Claesson, Leif
    BUILDING AND ENVIRONMENT, 2024, 264