Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102458
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWang, Xen_US
dc.creatorHou, Ren_US
dc.creatorXia, Yen_US
dc.creatorZhou, Xen_US
dc.date.accessioned2023-10-26T07:18:36Z-
dc.date.available2023-10-26T07:18:36Z-
dc.identifier.issn1475-9217en_US
dc.identifier.urihttp://hdl.handle.net/10397/102458-
dc.language.isoenen_US
dc.publisherSAGE Publicationsen_US
dc.rightsThis is the accepted version of the publication Wang X, Hou R, Xia Y, Zhou X. Structural damage detection based on variational Bayesian inference and delayed rejection adaptive Metropolis algorithm. Structural Health Monitoring. 2021;20(4):1518-1535. Copyright © The Author(s) 2020. DOI: 10.1177/1475921720921256en_US
dc.subjectDamage detectionen_US
dc.subjectDelayed rejection adaptive Metropolis algorithmen_US
dc.subjectSparse Bayesian learningen_US
dc.subjectUncertaintyen_US
dc.subjectVariational Bayesian inferenceen_US
dc.titleStructural damage detection based on variational Bayesian inference and delayed rejection adaptive Metropolis algorithmen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage1518en_US
dc.identifier.epage1535en_US
dc.identifier.volume20en_US
dc.identifier.issue4en_US
dc.identifier.doi10.1177/1475921720921256en_US
dcterms.abstractExisting studies on sparse Bayesian learning for structural damage detection usually assume that the posterior probability density functions follow standard distributions which facilitate to circumvent the intractable integration problem of the evidence by means of numerical sampling or analytical derivation. Moreover, the uncertainties of each mode are usually quantified as a common parameter to simplify the calculation. These assumptions may not be realistic in practice. This study proposes a sparse Bayesian method for structural damage detection suitable for standard and nonstandard probability distributions. The uncertainty corresponding to each mode is assumed as different. Variational Bayesian inference is developed and the posterior probability density functions of each unknown are individually derived. The parameters are found to follow the gamma distribution, whereas the distribution of the damage index cannot be directly obtained because of the nonlinear relationship in its posterior probability density function. The delayed rejection adaptive Metropolis algorithm is then adopted to generate numerical samples of the damage index. The coupled damage index and parameters in the variational Bayesian inference are successively calculated via an iterative process. A laboratory-tested frame is utilised to verify the effectiveness of the proposed method. The results indicate that the sparse damage can be accurately detected. The proposed method has the advantage of high accuracy and broad applicability.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural health monitoring, July 2021, v. 20, no. 4, p. 1518-1535en_US
dcterms.isPartOfStructural health monitoringen_US
dcterms.issued2021-07-
dc.identifier.scopus2-s2.0-85085875079-
dc.identifier.eissn1741-3168en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1055-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS22021079-
dc.description.oaCategoryGreen (AAM)en_US
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