Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101116
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLu, ZHen_US
dc.creatorCai, CHen_US
dc.creatorZhao, YGen_US
dc.creatorLeng, Yen_US
dc.creatorDong, Yen_US
dc.date.accessioned2023-08-30T04:15:04Z-
dc.date.available2023-08-30T04:15:04Z-
dc.identifier.issn0167-4730en_US
dc.identifier.urihttp://hdl.handle.net/10397/101116-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.rights© 2019 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2019. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Lu, Z. H., Cai, C. H., Zhao, Y. G., Leng, Y., & Dong, Y. (2020). Normalization of correlated random variables in structural reliability analysis using fourth-moment transformation. Structural Safety, 82, 101888 is available at https://doi.org/10.1016/j.strusafe.2019.101888.en_US
dc.subjectCorrelated random variablesen_US
dc.subjectEquivalent correlation coefficienten_US
dc.subjectFourth-moment transformationen_US
dc.subjectNormal transformationen_US
dc.subjectStructural reliabilityen_US
dc.titleNormalization of correlated random variables in structural reliability analysis using fourth-moment transformationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume82en_US
dc.identifier.doi10.1016/j.strusafe.2019.101888en_US
dcterms.abstractIn this paper, a fourth-moment transformation technique is proposed to transform correlated nonnormal random variables into independent standard normal ones. The procedure mainly includes two steps: First, the correlated nonnormal random variables are transformed into correlated standard normal ones using the fourth-moment transformation, where the complete mathematical formula of the correlation coefficient in standard normal space, i.e., equivalent correlation coefficient, is proposed and the upper and lower bounds of original correlation coefficient are identified to ensure the transformation executable; Second, the correlated standard normal random variables are transformed into independent standard normal ones using Cholesky decomposition. For the cases of original correlation matrix with very small eigenvalues, the equivalent correlation matrix might become a nonpositive semidefinite matrix. A recently developed method for solving the problem is adopted to make Cholesky decomposition ready. A first-order reliability method (FORM) for structural reliability analysis involving correlated random variables is developed using the proposed transformation technique. Several numerical examples are presented to demonstrate the efficiency and accuracy of the proposed method for structural reliability assessment considering correlated random variables.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural safety, Jan. 2020, v. 82, 101888en_US
dcterms.isPartOfStructural safetyen_US
dcterms.issued2020-01-
dc.identifier.scopus2-s2.0-85071320604-
dc.identifier.artn101888en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1070-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20080218-
dc.description.oaCategoryGreen (AAM)en_US
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