Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/102327
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorYu, Yen_US
dc.creatorLi, Jen_US
dc.creatorLi, Jen_US
dc.creatorXia, Yen_US
dc.creatorDing, Zen_US
dc.creatorSamali, Ben_US
dc.date.accessioned2023-10-18T07:51:12Z-
dc.date.available2023-10-18T07:51:12Z-
dc.identifier.urihttp://hdl.handle.net/10397/102327-
dc.language.isoenen_US
dc.publisherElsevier Ltden_US
dc.rights© 2023 The Author(s). Published by Elsevier Ltd. This is an open access article under the CC BY-NC-ND license (http://creativecommons.org/licenses/by-nc-nd/4.0/).en_US
dc.rightsThe following publication Yu, Y., Li, J., Li, J., Xia, Y., Ding, Z., & Samali, B. (2023). Automated damage diagnosis of concrete jack arch beam using optimized deep stacked autoencoders and multi-sensor fusion. Developments in the Built Environment, 14, 100128 is availale at https://doi.org/10.1016/j.dibe.2023.100128.en_US
dc.subjectDeep stacked autoencodersen_US
dc.subjectMulti-sensor fusionen_US
dc.subjectStructural damage diagnosisen_US
dc.subjectWhale optimization algorithmen_US
dc.titleAutomated damage diagnosis of concrete jack arch beam using optimized deep stacked autoencoders and multi-sensor fusionen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume14en_US
dc.identifier.doi10.1016/j.dibe.2023.100128en_US
dcterms.abstractA novel hybrid framework of optimized deep learning models combined with multi-sensor fusion is developed for condition diagnosis of concrete arch beam. The vibration responses of structure are first processed by principal component analysis for dimensionality reduction and noise elimination. Then, the deep network based on stacked autoencoders (SAE) is established at each sensor for initial condition diagnosis, where extracted principal components and corresponding condition categories are inputs and output, respectively. To enhance diagnostic accuracy of proposed deep SAE, an enhanced whale optimization algorithm is proposed to optimize network meta-parameters. Eventually, Dempster-Shafer fusion algorithm is employed to combine initial diagnosis results from each sensor to make a final diagnosis. A miniature structural component of Sydney Harbour Bridge with artificial multiple progressive damages is tested in laboratory. The results demonstrate that the proposed method can detect structural damage accurately, even under the condition of limited sensors and high levels of uncertainties.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDevelopments in the built environment, Apr. 2023, v. 14, 100128en_US
dcterms.isPartOfDevelopments in the built environmenten_US
dcterms.issued2023-04-
dc.identifier.scopus2-s2.0-85148939438-
dc.identifier.eissn2666-1659en_US
dc.identifier.artn100128en_US
dc.description.validate202310 bcvc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextAustralian Research Council; National Natural Science Foundation of Chinaen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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