An efficient interval moment method for uncertainty propagation analysis with non-parameterized probability-box

被引:1
|
作者
Zhao, Zhao [1 ]
Lu, Zhao-Hui [2 ]
Zhao, Yan-Gang [2 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, 1 Engn Dr 2, Singapore 117576, Singapore
[2] Beijing Univ Technol, Key Lab Urban Secur & Disaster Engn, Minist Educ, 100 Pingleyuan, Beijing 100124, Peoples R China
基金
中国国家自然科学基金;
关键词
STRUCTURAL RELIABILITY; APPROXIMATION; BOUNDS;
D O I
10.1007/s00707-023-03563-w
中图分类号
O3 [力学];
学科分类号
08 ; 0801 ;
摘要
This paper proposes an efficient interval moment method (IMM) for uncertainty propagation analysis with non-parameterized probability-box (p-box), where the bounds of statistical moments and cumulative distribution function (CDF) of output response can be simultaneously obtained. Firstly, two output response bounds are defined based on the equivalent probability transformation, which converts the original imprecise uncertainty propagation problem into two precise uncertainty propagation problems. Then, sparse grid numerical integration (SGNI) is employed to estimate the statistical moments of output response bounds. To improve computational efficiency, a multi-interval efficient global optimization (MI-EGO) algorithm is developed to capture the minimum and maximum responses on all collocation intervals of SGNI. By reconstructing the distributions of output response bounds using the maximum entropy method, the CDF bounds of output response can be acquired accordingly. Furthermore, by reusing the previous functional evaluations in the interval multiplication, the bounds of the statistical moments of output response can be estimated by SGNI again. Three numerical examples are investigated to verify the accuracy and efficiency of the proposed method.
引用
收藏
页码:3321 / 3336
页数:16
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