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dc.contributor.authorKoc, Mehmet Levent
dc.contributor.authorBalas, Can Elmar
dc.date.accessioned2019-07-27T12:10:23Z
dc.date.accessioned2019-07-28T10:03:10Z
dc.date.available2019-07-27T12:10:23Z
dc.date.available2019-07-28T10:03:10Z
dc.date.issued2013
dc.identifier.issn0141-1187
dc.identifier.urihttps://dx.doi.org/10.1016/j.apor.2012.10.007
dc.identifier.urihttps://hdl.handle.net/20.500.12418/8899
dc.descriptionWOS: 000315077300009en_US
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. (C) 2012 Elsevier Ltd. All rights reserved.en_US
dc.language.isoengen_US
dc.publisherELSEVIER SCI LTDen_US
dc.relation.isversionof10.1016/j.apor.2012.10.007en_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectBreakwateren_US
dc.subjectFuzzy random variablesen_US
dc.subjectCoastal structureen_US
dc.subjectFuzzy Monte Carlo simulationen_US
dc.subjectPossibilityen_US
dc.titleReliability analysis of a rubble mound breakwater using the theory of fuzzy random variablesen_US
dc.typearticleen_US
dc.relation.journalAPPLIED OCEAN RESEARCHen_US
dc.contributor.department[Koc, Mehmet Levent] Cumhuriyet Univ, Fac Engn, Dept Civil Engn, TR-58740 Sivas, Turkey -- [Balas, Can Elmar] Gazi Univ, Fac Engn, Dept Civil Engn, TR-06570 Ankara, Turkeyen_US
dc.contributor.authorIDBALAS, CAN ELMAR -- 0000-0002-5994-0561en_US
dc.identifier.volume39en_US
dc.identifier.endpage88en_US
dc.identifier.startpage83en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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