Structural reliability analysis by line sampling: A Bayesian active learning treatment

被引:17
作者
Dang, Chao [1 ]
Valdebenito, Marcos A. [2 ]
Faes, Matthias G. R. [2 ]
Song, Jingwen [3 ]
Wei, Pengfei [4 ]
Beer, Michael [1 ,5 ,6 ,7 ]
机构
[1] Leibniz Univ Hannover, Inst Risk & Reliabil, Callinstr 34, D-30167 Hannover, Germany
[2] TU Dortmund Univ, Chair Reliabil Engn, Leonhard Euler Str 5, D-44227 Dortmund, Germany
[3] Northwestern Polytech Univ, Sch Mech Engn, Xian 710072, Peoples R China
[4] Northwestern Polytech Univ, Sch Power & Energy, Xian 710072, Peoples R China
[5] Univ Liverpool, Inst Risk & Uncertainty, Liverpool L69 7ZF, England
[6] Tongji Univ, Int Joint Res Ctr Resilient Infrastruct, Shanghai 200092, Peoples R China
[7] Tongji Univ, Int Joint Res Ctr Engn Reliabil & Stochast Mech, Shanghai 200092, Peoples R China
基金
中国国家自然科学基金;
关键词
Structural reliability analysis; Line sampling; Bayesian active learning; Bayesian inference; Gaussian process; HIGH DIMENSIONS; SIMULATION METHOD; DYNAMIC-RESPONSE; PROBABILITY; INTEGRATION; ALGORITHMS; BIVARIATE; ENTROPY; MOMENT;
D O I
10.1016/j.strusafe.2023.102351
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Line sampling has been demonstrated to be a promising simulation method for structural reliability analysis, especially for assessing small failure probabilities. However, its practical performance can still be significantly improved by taking advantage of, for example, Bayesian active learning. Along this direction, a recently proposed 'partially Bayesian active learning line sampling' (PBAL-LS) method has shown to be successful. This paper aims at offering a more complete Bayesian active learning treatment of line sampling, resulting in a new method called 'Bayesian active learning line sampling' (BAL-LS). Specifically, we derive the exact posterior variance of the failure probability, which can measure our epistemic uncertainty about the failure probability more precisely than the upper bound given in PBAL-LS. Further, two essential components (i.e., learning function and stopping criterion) are proposed to facilitate Bayesian active learning, based on the uncertainty representation of the failure probability. In addition, the important direction can be automatically updated throughout the simulation, as one advantage directly inherited from PBAL-LS. The performance of BAL-LS is illustrated by four numerical examples. It is shown that the proposed method is capable of evaluating extremely small failure probabilities with desired efficiency and accuracy.
引用
收藏
页数:12
相关论文
共 50 条
  • [41] Improved line sampling reliability analysis method and its application
    Song, Shufang
    Lu, Zhenzhou
    [J]. PROGRESSES IN FRACTURE AND STRENGTH OF MATERIALS AND STRUCTURES, 1-4, 2007, 353-358 : 1001 - 1004
  • [42] Augmented line sampling for approximation of failure probability function in reliability-based analysis
    Yuan Xiukai
    Zheng Zhenxuan
    Zhang Baoqiang
    [J]. APPLIED MATHEMATICAL MODELLING, 2020, 80 : 895 - 910
  • [43] Structural reliability analysis by a Bayesian sparse polynomial chaos expansion
    Bhattacharyya, Biswarup
    [J]. STRUCTURAL SAFETY, 2021, 90
  • [44] Active learning for structural reliability: Survey, general framework and benchmark
    Moustapha, Maliki
    Marelli, Stefano
    Sudret, Bruno
    [J]. STRUCTURAL SAFETY, 2022, 96
  • [45] A probabilistic framework based on statistical learning theory for structural reliability analysis of transmission line systems
    Rezaei, Seyedeh Nasim
    Chouinard, Luc
    Langlois, Sebastien
    Legeron, Frederic
    [J]. STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2017, 13 (12) : 1538 - 1552
  • [46] Optimal Latinized partially stratified sampling for structural reliability analysis
    Ghazaan, Majid Ilchi
    Yekta, Amirreza Davoodi
    [J]. STRUCTURAL ENGINEERING AND MECHANICS, 2024, 92 (01) : 111 - 120
  • [47] A new sampling strategy for SVM-based response surface for structural reliability analysis
    Alibrandi, Umberto
    Alani, Amir M.
    Ricciardi, Giuseppe
    [J]. PROBABILISTIC ENGINEERING MECHANICS, 2015, 41 : 1 - 12
  • [48] HALK: A hybrid active-learning Kriging approach and its applications for structural reliability analysis
    Zhang, Xufang
    Pandey, Mahesh D.
    Yu, Ruyu
    Wu, Zhenguang
    [J]. ENGINEERING WITH COMPUTERS, 2022, 38 (04) : 3039 - 3055
  • [49] HALK: A hybrid active-learning Kriging approach and its applications for structural reliability analysis
    Xufang Zhang
    Mahesh D. Pandey
    Ruyu Yu
    Zhenguang Wu
    [J]. Engineering with Computers, 2022, 38 : 3039 - 3055
  • [50] An active learning method for structural reliability combining response surface model with Gaussian process of residual fitting and reliability-based sequential sampling design
    Wei, Jianbao
    Liu, Zhijie
    Sun, Yuhang
    Wang, Xiaobang
    [J]. EKSPLOATACJA I NIEZAWODNOSC-MAINTENANCE AND RELIABILITY, 2025, 27 (01):