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Lee, Young-Joo
Structural Reliability and Disaster Risk Lab.
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dc.citation.startPage 107246 -
dc.citation.title STRUCTURES -
dc.citation.volume 68 -
dc.contributor.author Lee, Seungjun -
dc.contributor.author Lee, Jaebeom -
dc.contributor.author Yoon, Sungsik -
dc.contributor.author Lee, Young-Joo -
dc.date.accessioned 2024-10-08T10:05:07Z -
dc.date.available 2024-10-08T10:05:07Z -
dc.date.created 2024-10-07 -
dc.date.issued 2024-10 -
dc.description.abstract As the threat of natural disasters to structures intensifies, risk assessment of infrastructure has gained much importance. Fragility curves are essential tools in predicting disaster-related losses and making disaster mitigation decisions. In this paper, we propose a new method to efficiently derive accurate fragility curves for structures with high levels of nonlinearity or complexity, addressing the computational challenges of conventional finite element reliability analysis (FERA). To reduce the computational cost for calculating probability of failure in FERA, the proposed method utilizes the first-order reliability method (FORM). However, even with this approach, the computational cost of deriving the fragility curve may remain high; therefore, a surrogate model is used to further reduce costs. By training the surrogate model using the initial structural damage probabilities for a few hazard intensities, an optimal starting point can be calculated for the subsequent FORM analysis. During the fragility analysis, the surrogate model can be updated sequentially to increase the efficiency of FORM analysis continuously. In particular, the training process of the surrogate model requires no separate or additional finite element analysis because it is constructed using previous FERA results. The accuracy and efficiency of the proposed method are tested using conventional FERA and Monte Carlo simulations through a hypothetical short-column example. In addition, fragility curves are derived through a bridge flood fragility assessment considering the scour and seismic vulnerability assessment of a buried gas pipeline considering soil-structure interactions. The derived fragility curves closely match those derived using the conventional FERA, and the computational costs are reduced by 36.54 % and 52.38 %, respectively, compared with the conventional FERA, confirming its cost-effectiveness. -
dc.identifier.bibliographicCitation STRUCTURES, v.68, pp.107246 -
dc.identifier.doi 10.1016/j.istruc.2024.107246 -
dc.identifier.issn 2352-0124 -
dc.identifier.scopusid 2-s2.0-85203624035 -
dc.identifier.uri https://scholarworks.unist.ac.kr/handle/201301/84022 -
dc.identifier.wosid 001315300500001 -
dc.language 영어 -
dc.publisher ELSEVIER SCIENCE INC -
dc.title Efficient finite element reliability analysis employing sequentially-updated surrogate model for fragility curve derivation -
dc.type Article -
dc.description.isOpenAccess TRUE -
dc.relation.journalWebOfScienceCategory Engineering, Civil -
dc.relation.journalResearchArea Engineering -
dc.type.docType Article -
dc.description.journalRegisteredClass scie -
dc.description.journalRegisteredClass scopus -
dc.subject.keywordAuthor Finite element reliability analysis -
dc.subject.keywordAuthor First-order reliability method -
dc.subject.keywordAuthor Fragility curve -
dc.subject.keywordAuthor Surrogate model -
dc.subject.keywordAuthor Computational cost -
dc.subject.keywordAuthor Structural reliability analysis -
dc.subject.keywordPlus STRUCTURAL RELIABILITY -
dc.subject.keywordPlus HIGHWAY BRIDGES -
dc.subject.keywordPlus RISK-ASSESSMENT -
dc.subject.keywordPlus METHODOLOGY -

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