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Lee, Young-Joo
Structural Reliability and Disaster Risk Lab.
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Efficient finite element reliability analysis employing sequentially-updated surrogate model for fragility curve derivation

Author(s)
Lee, SeungjunLee, JaebeomYoon, SungsikLee, Young-Joo
Issued Date
2024-10
DOI
10.1016/j.istruc.2024.107246
URI
https://scholarworks.unist.ac.kr/handle/201301/84022
Citation
STRUCTURES, v.68, pp.107246
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.
Publisher
ELSEVIER SCIENCE INC
ISSN
2352-0124
Keyword (Author)
Finite element reliability analysisFirst-order reliability methodFragility curveSurrogate modelComputational costStructural reliability analysis
Keyword
STRUCTURAL RELIABILITYHIGHWAY BRIDGESRISK-ASSESSMENTMETHODOLOGY

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