Cross-entropy-based adaptive importance sampling for time-dependent reliability analysis of deteriorating structures

被引:37
|
作者
Yang, David Y. [1 ]
Teng, J. G. [1 ]
Frangopol, Dan M. [2 ]
机构
[1] Hong Kong Polytech Univ, Dept Civil & Environm Engn, Hong Kong, Hong Kong, Peoples R China
[2] Lehigh Univ, Dept Civil & Environm Engn, ATLSS Engn Res Ctr, 117 ATLSS Dr, Bethlehem, PA 18015 USA
关键词
Time-dependent reliability; Adaptive importance sampling; Cross-entropy; Gaussian mixture; Monte Carlo simulation; System reliability; LIFE-CYCLE PERFORMANCE; CONCRETE BRIDGES; MODELS; SYSTEM; EXTENT; DAMAGE; STATE;
D O I
10.1016/j.strusafe.2016.12.006
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Time-dependent reliability analysis of deteriorating structures is important in their performance evaluation and maintenance. Various definitions and methods have been used by researchers to predict the time-dependent reliability of structures. In the present study, these methods are first critically reviewed and examined. Among these methods, the stochastic-process-based method is theoretically the most rigorous but also computationally the most expensive. To facilitate the wide application of the stochastic process-based method in complex problems, an efficient importance sampling method is then proposed in this paper. The proposed method includes a number of improvements formulated to enhance the efficiency and robustness of an existing method proposed by Kurtz and Song, leading to more efficient solutions of time-dependent reliability problems of structural systems with multiple important regions. The validity and efficiency of the new method is demonstrated through three numerical examples. (C) 2017 Elsevier Ltd. All rights reserved.
引用
收藏
页码:38 / 50
页数:13
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