期刊
PROBABILISTIC ENGINEERING MECHANICS
卷 30, 期 -, 页码 37-47出版社
ELSEVIER SCI LTD
DOI: 10.1016/j.probengmech.2012.03.001
关键词
Non-Gaussian processes; Digital simulation; Exponential function; Nonlinear transformation; Structural wind engineering
资金
- Guangdong Natural Science Foundation of China [S2011040004060]
In order to generate the non-Gaussian loading excitations for time-domain analysis of structural response, an exponential function is used to express the relation between the non-Gaussian process and its underlying Gaussian process. Then, a set of nonlinear equations is derived to determine the coefficients of the exponential function. Based on the property of the joint density of a bivariate Gaussian vector, the relation between correlation functions is obtained. Also, the probability density function for the non-Gaussian process is provided. Therefore the exponential model is established. Further, an algorithm based on the exponential model is proposed for fast simulation of multivariate non-Gaussian processes. A numerical example, wind pressure field simulation of a large-span roof structure, indicates that non-Gaussian wind pressure time histories are generated quickly using the proposed algorithm. Moreover, the correlation functions, the power spectra, the cumulative distribution functions, and the probability histograms of the generated samples coincide well with the corresponding target curves. Hence the proposed algorithm is efficient and accurate. (C) 2012 Elsevier Ltd. All rights reserved.
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