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.
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页数:14
相关论文
共 42 条
  • [1] Evaluation of peak resultant response for wind-excited tall buildings
    Chen, Xinzhong
    Huang, Guoqing
    [J]. ENGINEERING STRUCTURES, 2009, 31 (04) : 858 - 868
  • [2] Davenport A. G., 1964, P I CIVIL ENG, V28, P187, DOI [DOI 10.1680/IICEP.1964.10112, 10.1680/iicep.1964.10112]
  • [3] Simulation of ergodic multivariate stochastic processes
    Deodatis, G
    [J]. JOURNAL OF ENGINEERING MECHANICS, 1996, 122 (08) : 778 - 787
  • [4] Assessment of methods for extreme value analysis of non-Gaussian wind effects with short-term time history samples
    Ding, Jie
    Chen, Xinzhong
    [J]. ENGINEERING STRUCTURES, 2014, 80 : 75 - 88
  • [5] Integration of non-Gaussian fields
    Ditlevsen, O
    Mohr, G
    Hoffmeyer, P
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 1996, 11 (01) : 15 - 23
  • [6] Analysis of complex system reliability with correlated random vectors
    Fan, Wenliang
    Yang, Pengchao
    Ang, Alfredo H-S.
    Li, Zhengliang
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2016, 45 : 61 - 69
  • [7] Simulation of non-Gaussian field applied to wind pressure fluctuations
    Gioffrè, M
    Gusella, V
    Grigoriu, M
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2000, 15 (04) : 339 - 345
  • [8] Influence of non-Gaussian wind characteristics on wind turbine extreme response
    Gong, Kuangmin
    Chen, Xinzhong
    [J]. ENGINEERING STRUCTURES, 2014, 59 : 727 - 744
  • [9] Simulation of stationary non-Gaussian translation processes
    Grigoriu, M
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1998, 124 (02): : 121 - 126
  • [10] CROSSINGS OF NON-GAUSSIAN TRANSLATION PROCESSES
    GRIGORIU, M
    [J]. JOURNAL OF ENGINEERING MECHANICS-ASCE, 1984, 110 (04): : 610 - 620