Random function based spectral representation of stationary and non-stationary stochastic processes

被引:199
|
作者
Liu, Zhangjun [1 ,2 ]
Liu, Wei [1 ]
Peng, Yongbo [2 ,3 ]
机构
[1] China Three Gorges Univ, Hubei Key Lab Disaster Prevent & Reduct, Yichang 443002, Peoples R China
[2] Tongji Univ, State Key Lab Disaster Reduct Civil Engn, Shanghai 200092, Peoples R China
[3] Tongji Univ, Shanghai Inst Disaster Prevent & Relief, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Spectral representation; Random function; Random constraint; Seismic acceleration; Probability density evolution; Structural reliability; KARHUNEN-LOEVE; MATHEMATICAL-ANALYSIS; RESPONSE ANALYSIS; SIMULATION; MULTIVARIATE;
D O I
10.1016/j.probengmech.2016.04.004
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
In conjunction with the formulation of random functions, a family of renewed spectral representation schemes is proposed. The selected random function serves as a random constraint correlating the random variables included in the spectral representation schemes. The objective stochastic process can thus be completely represented by a dimension-reduced spectral model with just few elementary random variables, through defining the high-dimensional random variables of conventional spectral representation schemes (usually hundreds of random variables) into the low-dimensional orthogonal random functions. To highlight the advantages of this scheme, orthogonal trigonometric functions with one and two random variables are constructed. Representative-point set of the dimension-reduced spectral model is derived by employing the probability-space partition techniques. The complete set with assigned probabilities of points gains a low-number-sample stochastic process. For illustrative purposes, the stochastic modeling of seismic acceleration processes is proceeded, of which the stationary and non stationary cases are investigated. It is shown that the spectral acceleration of simulated processes matches well with the target spectrum. Stochastic seismic response analysis, moreover, and reliability assessment of a framed structure with Bouc-Wen behaviors are carried out using the probability density evolution method. Numerical results reveal the applicability and efficiency of the proposed simulation technique. (C) 2016 Elsevier Ltd. All rights reserved.
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页码:115 / 126
页数:12
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