Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101048
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorHou, Ren_US
dc.creatorWang, Xen_US
dc.creatorXia, Qen_US
dc.creatorXia, Yen_US
dc.date.accessioned2023-08-30T04:14:26Z-
dc.date.available2023-08-30T04:14:26Z-
dc.identifier.issn0888-3270en_US
dc.identifier.urihttp://hdl.handle.net/10397/101048-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.rights© 2020 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2020. 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 Hou, R., Wang, X., Xia, Q., & Xia, Y. (2020). Sparse Bayesian learning for structural damage detection under varying temperature conditions. Mechanical Systems and Signal Processing, 145, 106965 is available at https://doi.org/10.1016/j.ymssp.2020.106965.en_US
dc.subjectExpectation–maximizationen_US
dc.subjectSparse Bayesian learningen_US
dc.subjectStructural damage detectionen_US
dc.subjectTemperature effectsen_US
dc.subjectUncertaintyen_US
dc.titleSparse Bayesian learning for structural damage detection under varying temperature conditionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume145en_US
dc.identifier.doi10.1016/j.ymssp.2020.106965en_US
dcterms.abstractStructural damage detection inevitably entails uncertainties, such as measurement noise and modelling errors. The existence of uncertainties may cause incorrect damage detection results. In addition, varying environmental conditions, especially temperature, may have a more significant effect on structural responses than structural damage does. Neglecting the temperature effects may make reliable damage detection difficult. In this study, a new vibration based damage detection technique that simultaneously considers the uncertainties and varying temperature conditions is developed in the sparse Bayesian learning framework. The structural vibration properties are treated as the function of both the damage parameter and varying temperature. The temperature effects on the vibration properties are incorporated into the Bayesian model updating on the basis of the quantitative relation between temperature and natural frequencies. The structural damage parameter and associated hyper-parameters are then solved through the iterative expectation–maximization technique. An experimental frame is utilized to demonstrate the effectiveness of the proposed damage detection method. The sparse damage is located and quantified correctly by considering the varying temperature conditions.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMechanical systems and signal processing, Nov.-Dec. 2020, v. 145, 106965en_US
dcterms.isPartOfMechanical systems and signal processingen_US
dcterms.issued2020-11-
dc.identifier.scopus2-s2.0-85084521107-
dc.identifier.eissn1096-1216en_US
dc.identifier.artn106965en_US
dc.description.validate202308 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0647-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextGuangdong Provincial Key R&D program; Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20596907-
dc.description.oaCategoryGreen (AAM)en_US
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