Translation processes for wind pressures on low-rise buildings

被引:19
|
作者
Zhao, H. [1 ]
Grigoriu, M. [2 ]
Gurley, K. R. [3 ]
机构
[1] Risk Management Solut, Newark, CA 94560 USA
[2] Cornell Univ, Dept Civil & Environm Engn, Ithaca, NY 14853 USA
[3] Univ Florida, Dept Civil & Coastal Engn, Gainesville, FL USA
基金
美国国家科学基金会;
关键词
SIMULATION; LOADS;
D O I
10.1016/j.jweia.2018.12.007
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Wind pressure time series on low-rise buildings are characterized by translation processes calibrated to the wind tunnel data from facilities at University of Florida. Translation processes are nonlinear transformations of Gaussian processes which match exactly and approximately the target marginal distributions and covariance functions, respectively. Since the wind pressure data under consideration cannot be well fitted by standard distributions, we use mixtures of distributions with different properties in the central and tail regions. It is shown that the translation processes with the mixtures of distributions are robust and efficient models for wind pressure time series. Moreover, the models can be used as simulation tools to generate synthetic wind pressure data at a large number of pressure taps, whose sample properties are consistent with those of the experimental records.
引用
收藏
页码:405 / 416
页数:12
相关论文
共 50 条
  • [41] WIND LOADS ON LOW-RISE BUILDINGS - A REVIEW OF THE STATE OF THE ART
    STATHOPOULOS, T
    [J]. ENGINEERING STRUCTURES, 1984, 6 (02) : 119 - 135
  • [42] Wind tunnel simulation requirements to assess wind loads on low-rise buildings
    Tieleman, HW
    Hajj, MR
    Reinhold, TA
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1998, 74-6 : 675 - 685
  • [43] Wind tunnel simulation requirements to assess wind loads on low-rise buildings
    Dept. of Eng. Science and Mechanics, Virginia Polytech. Inst. Stt. Univ., Blacksburg, VA 24061-0219, United States
    不详
    [J]. J. Wind Eng. Ind. Aerodyn., (675-685):
  • [44] FOUNDATIONS FOR LOW-RISE BUILDINGS
    TOMLINSON, MJ
    DRISCOLL, R
    BURLAND, JB
    [J]. STRUCTURAL ENGINEER-PART A, 1978, 56 (06): : 161 - 173
  • [45] Foundations for low-rise buildings
    Driscoll, R.M.C.
    Crilly, M.S.
    Butcher, A.P.
    [J]. Structural engineer London, 1996, 74 (11): : 179 - 185
  • [46] Wind load effects and equivalent pressures on low-rise house roofs
    Ginger, JD
    Reardon, GF
    Whitbread, BJ
    [J]. ENGINEERING STRUCTURES, 2000, 22 (06) : 638 - 646
  • [47] Prediction of negative peak wind pressures on roofs of low-rise building
    Rao, K. Balaji
    Anoop, M. B.
    Harikrishna, P.
    Rajan, S. Selvi
    Iyer, Nagesh R.
    [J]. WIND AND STRUCTURES, 2014, 19 (06) : 623 - 647
  • [48] Wind load combinations and extreme pressure distributions on low-rise buildings
    Tamura, Y
    Kikuchi, H
    Hibi, K
    [J]. WIND AND STRUCTURES, 2000, 3 (04) : 279 - 289
  • [49] Design wind loads for low-rise buildings: A critical review of wind load specifications for industrial buildings
    Kasperski, M
    [J]. JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1996, 61 (2-3) : 169 - 179
  • [50] Interference effects on wind loads on low-rise hip roof buildings
    Ahmad, S
    Kumar, K
    [J]. ENGINEERING STRUCTURES, 2001, 23 (12) : 1577 - 1589