Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/106138
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dc.contributorDepartment of Building and Real Estateen_US
dc.creatorFang, Xen_US
dc.creatorLi, Hen_US
dc.creatorZhang, SRen_US
dc.creatorWang, XHen_US
dc.creatorWang, Cen_US
dc.creatorLuo, XCen_US
dc.date.accessioned2024-05-03T00:45:25Z-
dc.date.available2024-05-03T00:45:25Z-
dc.identifier.issn2096-3459en_US
dc.identifier.urihttp://hdl.handle.net/10397/106138-
dc.language.isoenen_US
dc.publisherKe Ai Publishing Communications Ltd.en_US
dc.rights© 2022 China Ordnance Society. Publishing services by Elsevier B.V. on behalf of KeAi Communications Co. 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 Fang, X., Li, H., Zhang, S.-r., Wang, X.-h., Wang, C., & Luo, X.-c. (2023). A combined finite element and deep learning network for structural dynamic response estimation on concrete gravity dam subjected to blast loads. Defence Technology, 24, 298-313 is available at https://dx.doi.org/10.1016/j.dt.2022.04.012.en_US
dc.subjectDeep learningen_US
dc.subjectStructural health monitoringen_US
dc.subjectDynamic responseen_US
dc.subjectConcrete gravity damen_US
dc.titleA combined finite element and deep learning network for structural dynamic response estimation on concrete gravity dam subjected to blast loadsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage298en_US
dc.identifier.epage313en_US
dc.identifier.volume24en_US
dc.identifier.doi10.1016/j.dt.2022.04.012en_US
dcterms.abstractSocial infrastructures such as dams are likely to be exposed to high risk of terrorist and military attacks, leading to increasing attentions on their vulnerability and catastrophic consequences under such events. This paper tries to develop advanced deep learning approaches for structural dynamic response prediction and dam health diagnosis. At first, the improved long short-term memory (LSTM) networks are proposed for data-driven structural dynamic response analysis with the data generated by a single degree of freedom (SDOF) and the finite numerical simulation, due to the unavailability of abundant practical structural response data of concrete gravity dam under blast events. Three kinds of LSTM-based models are discussed with the various cases of noise-contaminated signals, and the results prove that LSTM-based models have the potential for quick structural response estimation under blast loads. Furthermore, the damage indicators (i.e., peak vibration velocity and domain frequency) are extracted from the predicted velocity histories, and their relationship with the dam damage status from the numerical simulation is established. This study provides a deep-learning based structural health monitoring (SHM) framework for quick assessment of dam experienced underwater explosions through blast induced monitoring data.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationDefence technology, June 2023, v. 24, p. 298-313en_US
dcterms.isPartOfDefence technologyen_US
dcterms.issued2023-06-
dc.identifier.isiWOS:001034562400001-
dc.identifier.eissn2214-9147en_US
dc.description.validate202405 bcrcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China(National Natural Science Foundation of China (NSFC))en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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