Simulation and Peak Value Estimation of Non-Gaussian Wind Pressures Based on Johnson Transformation Model

被引:32
|
作者
Wu, Fengbo [1 ]
Huang, Guoqing [1 ,2 ]
Liu, Min [2 ]
机构
[1] Southwest Jiaotong Univ, Sch Civil Engn, Chengdu 610031, Sichuan, Peoples R China
[2] Chongqing Univ, Sch Civil Engn, Chongqing 40044, Peoples R China
基金
中国国家自然科学基金;
关键词
Simulation; Peak value estimation; Non-Gaussian wind pressures; Hermite polynomial model; Johnson transformation model; Translation function; STOCHASTIC-PROCESS; LOAD; DENSITY; SYSTEM;
D O I
10.1061/(ASCE)EM.1943-7889.0001697
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
The simulation and peak value estimation of non-Gaussian wind pressures are important to the structural and cladding design of the building. Due to its straightforwardness and accuracy, the moment-based Hermite polynomial model (HPM) has been widely used. However, its effective region for monotonicity is limited, resulting in its unsuitability for non-Gaussian processes whose skewness and kurtosis are out of the effective region. On the other hand, the Johnson transformation model (JTM) has attracted attention due to its larger effective region compared with that of the HPM. Nevertheless, the systematic study of its application to the simulation and peak value estimation of non-Gaussian wind pressures is less addressed. Specifically, its comparison with the HPM is not well discussed. In this study, a set of closed-form formulas to determine the relationship between correlation coefficients of the non-Gaussian process and those of the underlying Gaussian process was derived, and they facilitate a JTM-based simulation method for the non-Gaussian process. Analytical expressions for the non-Gaussian peak factor were developed. Furthermore, the JTM was systematically compared with the HPM in terms of the translation function, which helps to understand the ensuing performance evaluation on these two models in the simulation and peak value estimation based on the very long wind pressure data. Results showed that the JTM-based peak value estimation method performs well for wind pressures with weak to mild non-Gaussianity, even those beyond the effective region of the HPM, although it may provide slightly worse estimation for strong softening processes compared with the HPM.
引用
收藏
页数:14
相关论文
共 50 条
  • [31] Non-Gaussian Lagrangian Stochastic Model for Wind Field Simulation in the Surface Layer
    Chao Liu
    Li Fu
    Dan Yang
    David R. Miller
    Junming Wang
    Advances in Atmospheric Sciences, 2020, 37 : 90 - 104
  • [32] Non-Gaussian features of fluctuating wind pressures on long span roofs
    Sun, Ying
    Wu, Yue
    Lin, Zhixing
    Shen, Shizhao
    Tumu Gongcheng Xuebao/China Civil Engineering Journal, 2007, 40 (04): : 1 - 5
  • [33] Non-Gaussian features of fluctuating wind pressures on long span roofs
    Ye, Ji-Hong
    Hou, Xin-Zhen
    Zhendong yu Chongji/Journal of Vibration and Shock, 2010, 29 (07): : 9 - 15
  • [34] Reduced formula of peak factor for non-Gaussian wind pressure history
    Tian, Yuji
    Yang, Qingshan
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2015, 36 (03): : 20 - 28
  • [35] Further Analysis of Non-Gaussian Wind Pressure Peak Factor Calculation
    Ye, Tao
    Zhu, Ledong
    Tan, Zhongxu
    Li, Lanlan
    ADVANCES IN CIVIL ENGINEERING, 2021, 2021
  • [36] A peak factor for non-Gaussian response analysis of wind turbine tower
    Van Binh, Luong
    Ishihara, Takeshi
    Van Phuc, Pharn
    Fujino, Yozo
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2008, 96 (10-11) : 2217 - 2227
  • [37] A novel method for the non-Gaussian wind pressure simulation based on autoregressive model and maximum entropy method
    Wu, Fengbo
    Yao, Xingui
    Geng, Bo
    Su, Yi
    Zhao, Ning
    MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2024, 219
  • [38] Recoverable reserve estimation using non-stationary and non-Gaussian copula-based simulation model
    Dinda, Krishna
    Samanta, Biswajit
    Chakravarty, Debashish
    STOCHASTIC ENVIRONMENTAL RESEARCH AND RISK ASSESSMENT, 2025,
  • [39] Simulation of non-Gaussian field applied to wind pressure fluctuations
    Gioffrè, M
    Gusella, V
    Grigoriu, M
    PROBABILISTIC ENGINEERING MECHANICS, 2000, 15 (04) : 339 - 345
  • [40] Non-Gaussian wind pressure simulation for structural response analysis
    Gioffrè, M
    Gusella, V
    Grigoriu, M
    STRUCTURAL DYNAMICS, VOLS 1 AND 2, 1999, : 1063 - 1068