Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102449
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorWeng, Sen_US
dc.creatorZhu, Hen_US
dc.creatorXia, Yen_US
dc.creatorLi, Jen_US
dc.creatorTian, Wen_US
dc.date.accessioned2023-10-26T07:18:32Z-
dc.date.available2023-10-26T07:18:32Z-
dc.identifier.issn1369-4332en_US
dc.identifier.urihttp://hdl.handle.net/10397/102449-
dc.language.isoenen_US
dc.publisherSAGE Publicationsen_US
dc.rightsThis is the accepted version of the publication Weng S, Zhu H, Xia Y, Li J, Tian W. A review on dynamic substructuring methods for model updating and damage detection of large-scale structures. Advances in Structural Engineering. 2020;23(3):584-600. Copyright © The Author(s) 2019. DOI: 10.1177/1369433219872429en_US
dc.subjectDamage detectionen_US
dc.subjectLarge-scale structuresen_US
dc.subjectModel updatingen_US
dc.subjectSubstructuring methoden_US
dc.subjectVibration methoden_US
dc.titleA review on dynamic substructuring methods for model updating and damage detection of large-scale structuresen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage584en_US
dc.identifier.epage600en_US
dc.identifier.volume23en_US
dc.identifier.issue3en_US
dc.identifier.doi10.1177/1369433219872429en_US
dcterms.abstractSubstructuring methods possess many merits in model updating and damage identification of large-scale structures. With substructuring methods, a global structure is divided into a number of independent substructures. Only the substructures are repeatedly analyzed and the re-analysis of the global structure is thereby avoided. This article reviews widely used dynamic substructuring methods for model updating and damage identification of large-scale structures. These methods can be categorized into forward and inverse substructuring approaches. The former is a conventional process that assembles the vibration properties of each substructure to obtain the vibration properties of the global structure. The latter, on the contrary, disassembles the vibration properties of the global structure into those of the substructures. In each category, both frequency and time domain methods have been developed and will be reviewed.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAdvances in structural engineering, Feb. 2020, v. 23, no. 3, p. 584-600en_US
dcterms.isPartOfAdvances in structural engineeringen_US
dcterms.issued2020-02-
dc.identifier.scopus2-s2.0-85073947918-
dc.identifier.eissn2048-4011en_US
dc.description.validate202310 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1006-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China; Basic Research Program of China; Science Foundation for Distinguished Young Scholars of Hubei Provinceen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20011978-
dc.description.oaCategoryGreen (AAM)en_US
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