Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6757
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhang, J-
dc.creatorXu, YL-
dc.creatorXia, Y-
dc.creatorLi, J-
dc.date.accessioned2014-12-30T08:35:44Z-
dc.date.available2014-12-30T08:35:44Z-
dc.identifier.issn1225-4568-
dc.identifier.urihttp://hdl.handle.net/10397/6757-
dc.language.isoenen_US
dc.publisherTechno Pressen_US
dc.subjectBuilding structuresen_US
dc.subjectDamage locationen_US
dc.subjectDamage severityen_US
dc.subjectIncomplete measurementsen_US
dc.subjectMeasurement noiseen_US
dc.subjectRandom excitationen_US
dc.subjectStatistical momentsen_US
dc.titleGeneralization of the statistical moment-based damage detection methoden_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage715-
dc.identifier.epage732-
dc.identifier.volume38-
dc.identifier.issue6-
dcterms.abstractA novel structural damage detection method with a new damage index has been recently proposed by the authors based on the statistical moments of dynamic responses of shear building structures subject to white noise ground motion. The statistical moment-based damage detection (SMBDD) method is theoretically extended in this paper with general application. The generalized SMBDD method is more versatile and can identify damage locations and damage severities of many types of building structures under various external excitations. In particular, the incomplete measurements can be considered by the proposed method without mode shape expansion or model reduction. Various damage scenarios of two general forms of building structures with incomplete measurements are investigated in consideration of different excitations. The effects of measurement noise are also investigated. The damage locations and damage severities are correctly identified even when a high noise level of 15% and incomplete measurements are considered. The effectiveness and versatility of the generalized SMBDD method are demonstrated.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural engineering and mechanics, 2011, v. 38, no. 6, p. 715-732-
dcterms.isPartOfStructural engineering and mechanics-
dcterms.issued2011-
dc.identifier.isiWOS:000291521700002-
dc.identifier.scopus2-s2.0-79958776259-
dc.identifier.eissn1598-6217-
dc.identifier.rosgroupidr54355-
dc.description.ros2010-2011 > Academic research: refereed > Publication in refereed journal-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryPublisher permissionen_US
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