Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems

System failure often involves multiple failure modes which require considering multiple performance functions. Based on measured system response data, Bayesian updating of multiple failure probability curves needs to be performed. In this paper, a new approach based on extending ISS is proposed whic...

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Main Authors: Hao, Changyu, Cheung, Sai Hung
其他作者: Interdisciplinary Graduate School (IGS)
格式: Article
語言:English
出版: 2023
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在線閱讀:https://hdl.handle.net/10356/164163
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spelling sg-ntu-dr.10356-1641632023-01-06T07:58:30Z Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems Hao, Changyu Cheung, Sai Hung Interdisciplinary Graduate School (IGS) Singapore-ETH Centre Institute of Catastrophe Risk Management Engineering::Civil engineering Failure States Multiple Performance Functions System failure often involves multiple failure modes which require considering multiple performance functions. Based on measured system response data, Bayesian updating of multiple failure probability curves needs to be performed. In this paper, a new approach based on extending ISS is proposed which can update multiple failure probability curves by simultaneously considering all the multiple performance functions in one run. A new scheme of how the generated samples are used is proposed to improve the estimation of failure probability curves. Discontinuity issues on the failure curves in ISS are resolved by the proposed method. The proposed method is applied to two illustrative examples involving uncertain model parameters and nonlinear structural dynamic systems subjected to future uncertain earthquake excitations. The computational efficiency of the proposed method is compared with direct application of Subset Simulation. Significant computational savings are observed while the coefficient of variation of the failure probability estimators is kept at the same level. National Research Foundation (NRF) This work was supported by the start-up fund from the University of Hong Kong and a grant (M4061647.B84) from the National Research Foundation of Singapore (NRF) under its Campus for Research Excellence and Technological Enterprise (CREATE) Programme for the Future Resilient Systems programme at the SingaporeETH Centre (SEC). 2023-01-06T07:58:30Z 2023-01-06T07:58:30Z 2022 Journal Article Hao, C. & Cheung, S. H. (2022). Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems. Computer Methods in Applied Mechanics and Engineering, 393, 113850-. https://dx.doi.org/10.1016/j.cma.2021.113850 0045-7825 https://hdl.handle.net/10356/164163 10.1016/j.cma.2021.113850 2-s2.0-85125753528 393 113850 en M4061647.B84 Computer Methods in Applied Mechanics and Engineering © 2021 Elsevier B.V. All rights reserved.
institution Nanyang Technological University
building NTU Library
continent Asia
country Singapore
Singapore
content_provider NTU Library
collection DR-NTU
language English
topic Engineering::Civil engineering
Failure States
Multiple Performance Functions
spellingShingle Engineering::Civil engineering
Failure States
Multiple Performance Functions
Hao, Changyu
Cheung, Sai Hung
Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
description System failure often involves multiple failure modes which require considering multiple performance functions. Based on measured system response data, Bayesian updating of multiple failure probability curves needs to be performed. In this paper, a new approach based on extending ISS is proposed which can update multiple failure probability curves by simultaneously considering all the multiple performance functions in one run. A new scheme of how the generated samples are used is proposed to improve the estimation of failure probability curves. Discontinuity issues on the failure curves in ISS are resolved by the proposed method. The proposed method is applied to two illustrative examples involving uncertain model parameters and nonlinear structural dynamic systems subjected to future uncertain earthquake excitations. The computational efficiency of the proposed method is compared with direct application of Subset Simulation. Significant computational savings are observed while the coefficient of variation of the failure probability estimators is kept at the same level.
author2 Interdisciplinary Graduate School (IGS)
author_facet Interdisciplinary Graduate School (IGS)
Hao, Changyu
Cheung, Sai Hung
format Article
author Hao, Changyu
Cheung, Sai Hung
author_sort Hao, Changyu
title Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
title_short Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
title_full Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
title_fullStr Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
title_full_unstemmed Bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
title_sort bayesian updating of failure probability curves with multiple performance functions of nonlinear structural dynamic systems
publishDate 2023
url https://hdl.handle.net/10356/164163
_version_ 1754611300153950208