Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102513
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorHou, Ren_US
dc.creatorXia, Yen_US
dc.creatorZhou, Xen_US
dc.creatorHuang, Yen_US
dc.date.accessioned2023-10-26T07:19:03Z-
dc.date.available2023-10-26T07:19:03Z-
dc.identifier.issn1545-2255en_US
dc.identifier.urihttp://hdl.handle.net/10397/102513-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2019 John Wiley & Sons, Ltd.en_US
dc.rightsThis is the peer reviewed version of the following article: Hou, R, Xia, Y, Zhou, X, Huang, Y. Sparse Bayesian learning for structural damage detection using expectation–maximization technique. Struct Control Health Monit. 2019; 26(5):e2343, which has been published in final form at https://doi.org/10.1002/stc.2343. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.en_US
dc.subjectExpectation–maximizationen_US
dc.subjectModal parametersen_US
dc.subjectNonlinear inverse problemen_US
dc.subjectSparse Bayesian learningen_US
dc.subjectSparse recoveryen_US
dc.subjectStructural damage detectionen_US
dc.titleSparse Bayesian learning for structural damage detection using expectation–maximization techniqueen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume26en_US
dc.identifier.issue5en_US
dc.identifier.doi10.1002/stc.2343en_US
dcterms.abstractSparse Bayesian learning (SBL) methods have been developed and applied in the context of regression and classification, in which latent variables and hyperparameters are iteratively obtained using type-II maximization likelihood. However, this method is ineffective in structural damage detection using modal parameters, which have a nonlinear relation with structural damage. Consequently, the analytical solution of the type-II maximization likelihood is unavailable. In this study, an iterative expectation–maximization (EM) technique is employed to tackle the difficulty. During the iteration, structural damage and hyperparameters are updated through an expectation and maximization processes alternatively. Two sampling methods are utilized during the expectation procedure. Upon convergence, some hyperparameters approach infinity and the associated damage variables become zero, resulting in the sparsity of damage. Numerical and experimental examples demonstrate that the proposed SBL method can accurately locate and quantify the sparse damage. The proposed EM technique is easy to implement while also containing clear physical meaning.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural control and health monitoring, May 2019, v. 26, no. 5, e2343en_US
dcterms.isPartOfStructural control and health monitoringen_US
dcterms.issued2019-05-
dc.identifier.scopus2-s2.0-85061903896-
dc.identifier.eissn1545-2263en_US
dc.identifier.artne2343en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1396-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20014646-
dc.description.oaCategoryGreen (AAM)en_US
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