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

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Autoren

  • Chao Dang
  • Marcos A. Valdebenito
  • Matthias G.R. Faes
  • Jingwen Song
  • Pengfei Wei
  • Michael Beer

Externe Organisationen

  • Technische Universität Dortmund
  • Northwestern Polytechnical University
  • The University of Liverpool
  • International Joint Research Center for Engineering Reliability and Stochastic Mechanics
  • Tongji University
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Details

OriginalspracheEnglisch
Aufsatznummer102351
FachzeitschriftStructural safety
Jahrgang104
Frühes Online-Datum16 Mai 2023
PublikationsstatusVeröffentlicht - Sept. 2023

Abstract

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.

ASJC Scopus Sachgebiete

Zitieren

Structural reliability analysis by line sampling: A Bayesian active learning treatment. / Dang, Chao; Valdebenito, Marcos A.; Faes, Matthias G.R. et al.
in: Structural safety, Jahrgang 104, 102351, 09.2023.

Publikation: Beitrag in FachzeitschriftArtikelForschungPeer-Review

Dang C, Valdebenito MA, Faes MGR, Song J, Wei P, Beer M. Structural reliability analysis by line sampling: A Bayesian active learning treatment. Structural safety. 2023 Sep;104:102351. Epub 2023 Mai 16. doi: 10.1016/j.strusafe.2023.102351
Dang, Chao ; Valdebenito, Marcos A. ; Faes, Matthias G.R. et al. / Structural reliability analysis by line sampling : A Bayesian active learning treatment. in: Structural safety. 2023 ; Jahrgang 104.
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abstract = "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 {\textquoteleft}partially Bayesian active learning line sampling{\textquoteright} (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 {\textquoteleft}Bayesian active learning line sampling{\textquoteright} (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.",
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TY - JOUR

T1 - Structural reliability analysis by line sampling

T2 - A Bayesian active learning treatment

AU - Dang, Chao

AU - Valdebenito, Marcos A.

AU - Faes, Matthias G.R.

AU - Song, Jingwen

AU - Wei, Pengfei

AU - Beer, Michael

N1 - Publisher Copyright: © 2023 Elsevier Ltd

PY - 2023/9

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N2 - 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.

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KW - Bayesian inference

KW - Gaussian process

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