Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/6753
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorZhou, XQ-
dc.creatorXia, Y-
dc.creatorHao, H-
dc.date.accessioned2014-12-11T08:23:05Z-
dc.date.available2014-12-11T08:23:05Z-
dc.identifier.issn1369-4332-
dc.identifier.urihttp://hdl.handle.net/10397/6753-
dc.language.isoenen_US
dc.publisherMulti-Scienceen_US
dc.rights© Multi-Science Publishingen_US
dc.rightsPosted with permission of the publisher.en_US
dc.subjectDamage detectionen_US
dc.subjectVibration methoden_US
dc.subjectSensor placementen_US
dc.subjectUncertaintyen_US
dc.titleSensor placement for structural damage detection considering measurement uncertaintiesen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage899-
dc.identifier.epage908-
dc.identifier.volume16-
dc.identifier.issue5-
dc.identifier.doi10.1260/1369-4332.16.5.899-
dcterms.abstractStructural damage detection methods using vibration measurements have been developed for decades. Measurement selections may affect damage detection results, because inevitable uncertainties are involved in vibration testing. A new sensor placement index is defined as the ratio of two parameters, namely, the contribution of measurement points to a Fisher information matrix, and the damage sensitivity to the measurement noise. A large value of the contribution vector represents that the corresponding measurement points are sensitive to the damage and measurements at these points are more prominent for structural damage identification, whereas a small noise sensitivity value indicates measurement points that are less influenced by noises. Consequently, the points with large index values are chosen as the measurement subset. The effectiveness of the proposed technique is verified using a laboratory-tested steel frame. The damage detection using different measurement selection schemes shows that the present technique can identify multiple damages of the structure more accurately. The effect of the measurement number is also investigated.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationAdvances in structural engineering, May 2013, v. 16, no. 5, p. 899-908-
dcterms.isPartOfAdvances in structural engineering-
dcterms.issued2013-05-
dc.identifier.isiWOS:000320708100008-
dc.identifier.scopus2-s2.0-84879355527-
dc.identifier.eissn2048-4011-
dc.identifier.rosgroupidr64600-
dc.description.ros2012-2013 > Academic research: refereed > Publication in refereed journal-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_IR/PIRAen_US
dc.description.pubStatusPublisheden_US
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