Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102533
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorHou, Ren_US
dc.creatorXia, Yen_US
dc.creatorXia, Qen_US
dc.creatorZhou, Xen_US
dc.date.accessioned2023-10-26T07:19:12Z-
dc.date.available2023-10-26T07:19:12Z-
dc.identifier.issn1545-2255en_US
dc.identifier.urihttp://hdl.handle.net/10397/102533-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2018 John Wiley & Sons, Ltd.en_US
dc.rightsThis is the peer reviewed version of the following article: Hou, R, Xia, Y, Xia, Q, Zhou, X. Genetic algorithm based optimal sensor placement for L1-regularized damage detection. Struct Control Health Monit. 2019; 26(1):e2274, which has been published in final form at https://doi.org/10.1002/stc.2274. This article may be used for non-commercial purposes in accordance with Wiley Terms and Conditions for Use of Self-Archived Versions. This article may not be enhanced, enriched or otherwise transformed into a derivative work, without express permission from Wiley or by statutory rights under applicable legislation. Copyright notices must not be removed, obscured or modified. The article must be linked to Wiley’s version of record on Wiley Online Library and any embedding, framing or otherwise making available the article or pages thereof by third parties from platforms, services and websites other than Wiley Online Library must be prohibited.en_US
dc.subjectDamage detectionen_US
dc.subjectGenetic algorithmen_US
dc.subjectL1 regularizationen_US
dc.subjectMutual coherenceen_US
dc.subjectSensor placementen_US
dc.titleGenetic algorithm based optimal sensor placement for L₁-regularized damage detectionen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume26en_US
dc.identifier.issue1en_US
dc.identifier.doi10.1002/stc.2274en_US
dcterms.abstractSparse recovery theory has been applied to damage detection by utilizing the sparsity feature of structural damage. The theory requires that the columns of the sensing matrix suffice certain independence criteria. In l1-regularized damage detection, the sensitivity matrix serves as the sensing matrix and is directly related to sensor locations. An optimal sensor placement technique is proposed such that the resulting sensitivity matrix is of the maximum independence in the columns or is of the least mutual coherence. Given a total number of sensors, the selection of sensor locations is a combinatorial problem. A genetic algorithm is thus used to solve this optimization problem, in which the mutual coherence of the sensitivity matrix is minimized. The obtained optimal sensor locations and associated sensitivity matrix are used in l1-regularized damage detection. An experimental cantilever beam and a three-storey frame are utilized to verify the effectiveness and reliability of the proposed sensor placement technique. Results show that using the modal data based on the optimal sensor placement can identify damage location and severity more accurately than using the ones based on uniformly selected sensor locations.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural control and health monitoring, Jan. 2019, v. 26, no. 1, e2274en_US
dcterms.isPartOfStructural control and health monitoringen_US
dcterms.issued2019-01-
dc.identifier.scopus2-s2.0-85054589806-
dc.identifier.eissn1545-2263en_US
dc.identifier.artne2274en_US
dc.description.validate202310 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-1558-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextPolyU; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS20015281-
dc.description.oaCategoryGreen (AAM)en_US
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