Reliability analysis of a rubble mound breakwater using the theory of fuzzy random variables

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dc.contributor.authorKoç M.L.
dc.contributor.authorBalas C.E.
dc.date.accessioned2024-07-22T08:19:04Z
dc.date.available2024-07-22T08:19:04Z
dc.date.issued2013
dc.description.abstractThis study investigates the possibility of applying the theory of fuzzy random variables through the fuzzy Monte Carlo simulation approach for the reliability-based risk analysis of a rubble-mound breakwater. The results are presented and compared with the traditional Monte Carlo calculation. This study indicates that the present theory may provide a useful tool for the joint handling of randomness and fuzziness in the computation of reliability and may have a good potential to be used for reliability assessment of coastal structures. © 2012 Elsevier Ltd.
dc.identifier.DOI-ID10.1016/j.apor.2012.10.007
dc.identifier.issn01411187
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/17508
dc.language.isoEnglish
dc.subjectBreakwaters
dc.subjectMonte Carlo methods
dc.subjectRandom variables
dc.subjectReliability analysis
dc.subjectReliability theory
dc.subjectUnderwater foundations
dc.subjectCoastal structures
dc.subjectFuzzy random variable
dc.subjectMonte Carlo calculation
dc.subjectMonte Carlo Simulation
dc.subjectPossibility
dc.subjectReliability assessments
dc.subjectRubble mound breakwaters
dc.subjectbreakwater
dc.subjectcoastal structure
dc.subjectfuzzy mathematics
dc.subjectMonte Carlo analysis
dc.subjectreliability analysis
dc.subjectrisk assessment
dc.subjectCoastal engineering
dc.titleReliability analysis of a rubble mound breakwater using the theory of fuzzy random variables
dc.typeArticle

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