Characteristics of wind pressure pulse on large-span flat roofs

被引:0
|
作者
孙瑛
曹正罡
武岳
机构
[1] SchoolofCivilEngineering,HarbinInstituteofTechnology
关键词
D O I
暂无
中图分类号
TU312.1 [];
学科分类号
摘要
The wind pressure pulse events, among the most important characteristics of wind pressure fluctuations on large-span flat roofs, were investigated by wind tunnel tests in this paper. Incorporating the formation mechanism of wind pressure pulse events, the peak over threshold method was employed to study properties of this kind of events. The event duration time, the energy contribution, the number of the pulse events, and the distribution of average peak pressure were calculated. Probability density functions of some typical samples in separation region were also given. Results show that the non-Gaussian roof pressure is strong in the flow separation region owing to the wind pressure pulse events. Evaluations of the extreme peak pressures, which can be determined by the peak over threshold method effectively, are important to the design of building cladding.
引用
收藏
页码:75 / 80
页数:6
相关论文
共 50 条
  • [31] Gust response envelope approach to the equivalent static wind load for large-span grandstand roofs
    Cao, Zhenggang
    Su, Ning
    Wu, Yue
    Peng, Shitao
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2018, 180 : 108 - 121
  • [32] Equivalent static wind loads of fluctuating wind on large-span roofs based on eigen-mode compensation
    Sun, Wu-Yi
    Zhou, Xuan-Yi
    Gu, Ming
    Gongcheng Lixue/Engineering Mechanics, 2011, 28 (04): : 96 - 101
  • [33] Universal Equivalent Static Wind Loads of Fluctuating Wind Loads on Large-Span Roofs Based on POD Compensation
    Sun, Wuyi
    Gu, Ming
    Zhou, Xuanyi
    ADVANCES IN STRUCTURAL ENGINEERING, 2015, 18 (09) : 1443 - 1459
  • [34] Background Response Equivalent Static Wind Load of Large-span Roofs Based on Energy Equation
    Li, Yuxue
    Yang, Qingshan
    Tian, Yuji
    ARCHITECTURE AND BUILDING MATERIALS, PTS 1 AND 2, 2011, 99-100 : 338 - +
  • [35] Calculation method of equivalent static wind pressure on large-span roof
    Chen X.
    Xie Z.
    Zhang L.
    Huang Y.
    Huang J.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2023, 44 (03): : 167 - 174
  • [36] Mean wind pressure field on the typical large-span roof structures
    Li, Fanghui
    Gu, Ming
    Ni, Zhenhua
    Shen, Shizhao
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 19 - +
  • [37] Comments on structure forms of heavy duty large-span roofs
    Wang, Long
    Wu, Bo
    Wang, Fan
    Advances in Structural Engineering:Theory and Applications Vols 1 and 2, 2006, : 1412 - 1418
  • [38] Dynamic behaviour of the large-span membrane roofs of industrial buildings
    Rushansky, I.L.
    Shulman, I.Z.
    Malov, V.Yu.
    Promyshlennoe Stroitel'stvo, 1992, (05):
  • [39] WIND PRESSURE FUNCTIONS FOR FLAT ROOFS
    STATHOPOULOS, T
    JOURNAL OF THE ENGINEERING MECHANICS DIVISION-ASCE, 1981, 107 (05): : 889 - 905
  • [40] Study on seismic response of large-span cantilevered roofs considering vibration characteristics of main structures
    Arai Y.
    Yamashita T.
    Journal of Structural and Construction Engineering, 2019, 84 (762): : 1073 - 1080