Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/98019
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, Xen_US
dc.creatorLi, Len_US
dc.creatorBeck, JLen_US
dc.creatorXia, Yen_US
dc.date.accessioned2023-04-06T07:55:37Z-
dc.date.available2023-04-06T07:55:37Z-
dc.identifier.issn0888-3270en_US
dc.identifier.urihttp://hdl.handle.net/10397/98019-
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 http://creativecommons.org/licenses/by-nc-nd/4.0/.en_US
dc.rightsThe following publication Wang, X., Li, L., Beck, J. L., & Xia, Y. (2021). Sparse Bayesian factor analysis for structural damage detection under unknown environmental conditions. Mechanical Systems and Signal Processing, 154, 107563 is available at https://dx.doi.org/10.1016/j.ymssp.2020.107563.en_US
dc.subjectAutomatic relevance determinationen_US
dc.subjectEnvironmental variationsen_US
dc.subjectFactor analysisen_US
dc.subjectSparse Bayesian learningen_US
dc.subjectStructural damage detectionen_US
dc.titleSparse Bayesian factor analysis for structural damage detection under unknown environmental conditionsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume154en_US
dc.identifier.doi10.1016/j.ymssp.2020.107563en_US
dcterms.abstractDamage detection of civil engineering structures needs to consider the effect of normal environmental variations on structural dynamic properties. This study develops a novel structural damage detection method using factor analysis in the sparse Bayesian learning framework. The unknown changing environmental factors that affect the structural dynamic properties are treated as latent variables in the model. The automatic relevance determination prior is adopted for the factor loading matrix for model selection. All variables and parameters, including the factor loading matrix, error vector and latent variables, are solved using the iterative expectation-maximization technique. The variables are then used to reconstruct structural responses. The Euclidean norm of the error vector is calculated as the damage indicator to detect possible damage when limited vibration data are available. Two laboratory-tested examples are utilized to verify the effectiveness of the proposed method. Results demonstrate that the number of underlying environmental factors and structural damage can be accurately identified, even though the changing environmental data are unavailable. The proposed method has the advantages of online monitoring and automatic identification of underlying environmental factors.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMechanical systems and signal processing, 1 June 2021, v. 154, 107563en_US
dcterms.isPartOfMechanical systems and signal processingen_US
dcterms.issued2021-06-01-
dc.identifier.scopus2-s2.0-85099435213-
dc.identifier.eissn1096-1216en_US
dc.identifier.artn107563en_US
dc.description.validate202303 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0315-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextKey-Area Research and Development Program of Guangdong Provinceen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS43470774-
dc.description.oaCategoryGreen (AAM)en_US
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