Please use this identifier to cite or link to this item: https://doi.org/10.1016/j.strusafe.2010.04.003
DC FieldValue
dc.titleComparison of uncertainty models in reliability analysis of offshore structures under marine corrosion
dc.contributor.authorZhang, M.Q.
dc.contributor.authorBeer, M.
dc.contributor.authorQuek, S.T.
dc.contributor.authorChoo, Y.S.
dc.date.accessioned2014-06-17T08:15:28Z
dc.date.available2014-06-17T08:15:28Z
dc.date.issued2010-11
dc.identifier.citationZhang, M.Q., Beer, M., Quek, S.T., Choo, Y.S. (2010-11). Comparison of uncertainty models in reliability analysis of offshore structures under marine corrosion. Structural Safety 32 (6) : 425-432. ScholarBank@NUS Repository. https://doi.org/10.1016/j.strusafe.2010.04.003
dc.identifier.issn01674730
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/65319
dc.description.abstractReliability analysis of existing offshore structures in seawater conditions requires realistic models for corrosion. In this paper, a probabilistic model for marine corrosion is adopted. Due to scarce and imprecise information, the model parameters cannot be specified precisely and are merely known in form of bounds. To deal with this issue, selected uncertainty models are applied, and their features are compared. The investigation includes pure probabilistics, interval modeling, fuzzy methods, and imprecise probabilities. The models are applied to find an upper bound for the failure probability. The results are compared in view of information content and numerical efficiency. For the comparative study a simple plate structure is used, for which reference results are available. Then, the investigation is extended to a fixed offshore platform. © 2010 Elsevier Ltd.
dc.description.urihttp://libproxy1.nus.edu.sg/login?url=http://dx.doi.org/10.1016/j.strusafe.2010.04.003
dc.sourceScopus
dc.subjectImprecise probabilities
dc.subjectInterval & fuzzy methods
dc.subjectMarine corrosion
dc.subjectOffshore structures
dc.subjectReliability analysis
dc.subjectUncertainty quantification
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.doi10.1016/j.strusafe.2010.04.003
dc.description.sourcetitleStructural Safety
dc.description.volume32
dc.description.issue6
dc.description.page425-432
dc.identifier.isiut000284199300010
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