Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/7520
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, L-
dc.creatorWang, X-
dc.creatorXia, Y-
dc.date.accessioned2015-06-23T09:16:59Z-
dc.date.available2015-06-23T09:16:59Z-
dc.identifier.issn0001-5970-
dc.identifier.urihttp://hdl.handle.net/10397/7520-
dc.language.isoenen_US
dc.publisherSpringer Wienen_US
dc.titleHybrid reliability analysis of structures with multi-source uncertaintiesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage413-
dc.identifier.epage430-
dc.identifier.volume225-
dc.identifier.issue2-
dc.identifier.doi10.1007/s00707-013-0969-0-
dcterms.abstractA new hybrid reliability analysis technique based on the convex modeling theory is developed for structures with multi-source uncertainties, which may contain randomness, fuzziness, and non-probabilistic boundedness. By solving the convex modeling reliability problem and further analyzing the correlation within uncertainties, the structural hybrid reliability is obtained. Considering various cases of uncertainties of the structure, four hybrid models including the convex with random, convex with fuzzy random, convex with interval, and convex with other three are built, respectively. The present hybrid models are compared with the conventional probabilistic and the non-probabilistic models by two typical numerical examples. The results demonstrate the accuracy and effectiveness of the proposed hybrid reliability analysis method.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationActa mechanica, 2014, v. 225, no. 2, p. 413-430-
dcterms.isPartOfActa Mechanica-
dcterms.issued2014-
dc.identifier.isiWOS:000330955700007-
dc.identifier.scopus2-s2.0-84894106029-
dc.identifier.rosgroupidr70364-
dc.description.ros2013-2014 > Academic research: refereed > Publication in refereed journal-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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