Efficient reliability method for implicit limit state surface with correlated non-Gaussian variables

被引:49
作者
Ji, Jian [1 ]
Kodikara, Jayantha K. [1 ]
机构
[1] Monash Univ, Dept Civil Engn, Clayton, Vic 3800, Australia
关键词
FORM; HL-RF variant; correlated non-Gaussian variables; implicit limit state surface; numerical differentiation; slope reliability; RESPONSE-SURFACE; SLOPES;
D O I
10.1002/nag.2380
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
In contrast to the traditional approach that computes the reliability index in the uncorrelated standard normal space (u-space), the reliability analysis that is simply realized in the original space (x-space, non-Gaussian type) would be more efficient for practical use, for example, with the Low and Tang's constrained optimization approach. On the other hand, a variant of Hasofer, Lind, Rackwits and Fiessler algorithm for first-order reliability method is derived in this paper. Also, the new algorithm is simply formulated in x-space and requires neither transformation of the random variables nor optimization tools. The algorithm is particularly useful for reliability analysis involving correlated non-Gaussian random variables subjected to implicit limit state function. The algorithm is first verified using a simple example with closed-form solution. With the aid of numerical differentiation analysis in x-space, it is then illustrated for a strut with complex support and for an earth slope with multiple failure modes, both cases involving implicit limit state surfaces. Copyright (c) 2015 John Wiley & Sons, Ltd.
引用
收藏
页码:1898 / 1911
页数:14
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