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Efficient System Reliability-Based Disaster Resilience Analysis of Structures Using Importance Sampling
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dc.contributor.authorKim, Jungho-
dc.contributor.authorYi, Sang Ri-
dc.contributor.authorPark, Jangho-
dc.contributor.authorKim, Taeyong-
dc.date.issued2024-11-01-
dc.identifier.issn1943-7889-
dc.identifier.urihttps://aurora.ajou.ac.kr/handle/2018.oak/34418-
dc.identifier.urihttps://www.scopus.com/inward/record.uri?partnerID=HzOxMe3b&scp=85202611005&origin=inward-
dc.description.abstractDisaster resilience is an emerging concept for managing the risk of civil structural systems considering not only structural safety against extreme loads but also aftermath recovery efforts. The system reliability-based resilience analysis framework facilitates the quantitative evaluation of the disaster resilience performance of structural systems by assessing reliability and redundancy for numerous disruption scenarios. However, its practical application is limited due to the substantial number of structural analyses required to estimate the reliability and redundancy indices. To address the computational challenges, this paper proposes a new importance sampling algorithm, termed Importance Sampling for Noteworthy Scenarios (ISNS). The ISNS algorithm leverages a Gaussian process-based principal point search method to identify initial disruption scenarios that dominantly impact the structure's resilience. Subsequently, a mixture-based distribution is constructed to represent the near-optimal importance sampling density characterizing the failure domains of the noteworthy disruption scenarios. The two-step procedure enables the simultaneous estimation of both reliability and redundancy indices of the identified noteworthy scenarios. Furthermore, an active learning scheme is incorporated to efficiently train surrogates. Numerical examples of engineering applications are investigated to demonstrate the improved efficiency offered by the proposed method. However, the proposed method faces limitations in multihazard contexts and high-dimensional, highly nonlinear scenarios. These limitations necessitate further validation of the Gaussian process and mixture models to ensure robustness.-
dc.description.sponsorshipThe first author was supported by the Basic Science Research Program through the National Research Foundation of Korea funded by the Ministry of Education (RS-2024-00407901). The third and fourth authors were supported by the Ajou University research fund. The fourth author was also supported by a National Research Foundation of Korea grant funded by the Korea government (MSIT) (RS-2023-00242859). All of this support is gratefully acknowledged.-
dc.language.isoeng-
dc.publisherAmerican Society of Civil Engineers (ASCE)-
dc.subject.meshActive Learning-
dc.subject.meshAnalysis frameworks-
dc.subject.meshCivil structural systems-
dc.subject.meshDisaster resiliences-
dc.subject.meshExtreme loads-
dc.subject.meshReliability-based-
dc.subject.meshStructural safety-
dc.subject.meshStructural system reliabilities-
dc.subject.meshSurrogate modeling-
dc.subject.meshSystem reliability-
dc.titleEfficient System Reliability-Based Disaster Resilience Analysis of Structures Using Importance Sampling-
dc.typeArticle-
dc.citation.number11-
dc.citation.titleJournal of Engineering Mechanics-
dc.citation.volume150-
dc.identifier.bibliographicCitationJournal of Engineering Mechanics, Vol.150 No.11-
dc.identifier.doi10.1061/jenmdt.emeng-7800-
dc.identifier.scopusid2-s2.0-85202611005-
dc.identifier.urlhttp://ascelibrary.org/toc/jenmdt/current-
dc.subject.keywordActive learning-
dc.subject.keywordDisaster resilience-
dc.subject.keywordImportance sampling-
dc.subject.keywordStructural system reliability-
dc.subject.keywordSurrogate model-
dc.type.otherArticle-
dc.identifier.pissn0733-9399-
dc.description.isoafalse-
dc.subject.subareaMechanics of Materials-
dc.subject.subareaMechanical Engineering-
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