Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/111846
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dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorYuan, L-
dc.creatorNi, YQ-
dc.creatorRui, EZ-
dc.creatorZhang, W-
dc.date.accessioned2025-03-18T01:13:09Z-
dc.date.available2025-03-18T01:13:09Z-
dc.identifier.issn1742-6588-
dc.identifier.urihttp://hdl.handle.net/10397/111846-
dc.language.isoenen_US
dc.publisherInstitute of Physics Publishingen_US
dc.rightsContent from this work may be used under the terms of the Creative Commons Attribution 4.0 licence (https://creativecommons.org/licenses/by/4.0/). Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI.en_US
dc.rightsPublished under licence by IOP Publishing Ltden_US
dc.rightsThe following publication Yuan, L., Ni, Y.-Q., Rui, E.-Z., & Zhang, W. (2024). Structural damage inverse detection from noisy vibration measurement with physics-informed neural networks. Journal of Physics: Conference Series, 2647(19), 192013 is available at https://doi.org/10.1088/1742-6596/2647/19/192013.en_US
dc.titleStructural damage inverse detection from noisy vibration measurement with physics-informed neural networksen_US
dc.typeConference Paperen_US
dc.identifier.volume2647-
dc.identifier.issue19-
dc.identifier.doi10.1088/1742-6596/2647/19/192013-
dcterms.abstractStructural damage detection is an inverse problem to identify and quantify structural damage from measurement data by discovering the variation of structural mechanical parameters. Recently, a novel deep learning framework named physics-informed neural networks (PINNs) has been proposed and successfully applied to solve inverse problems of various linear/nonlinear partial differential equations (PDEs) by integrating physical information such as governing equations as prior information. In this study, we propose a PINN-based framework to exploit a novel method of structural damage detection. Specifically, a deep neural network model as the core of PINNs is built to predict the dynamic response in different degrees of freedom. The unknown mechanical parameters are initialized randomly and updated together with the neural network model parameters. Then, the structural physics model is embedded by calculating the residuals of governing equations as parts of the loss function. The residual between the predicted dynamic response and measurement data is also used as another part of the loss function. A two-step optimization strategy is proposed to obtain the best unknown parameter values that can fit the measurement data and governing equations simultaneously. Through numerical experiments of a single-degree-of-freedom system, we demonstrate that the proposed method can successfully identify potential structural mechanical parameters and quantitatively detect structural damage. The influence of sparsity and noise in the measurement data on the detection results is also analysed.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of physics. Conference series, 2024, v. 2647, no. 19, 192013-
dcterms.isPartOfJournal of physics. Conference series-
dcterms.issued2024-
dc.identifier.scopus2-s2.0-85198461247-
dc.identifier.eissn1742-6596-
dc.identifier.artn192013-
dc.description.validate202503 bcrc-
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOSen_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Polytechnic University; Innovation and Technology Commission of Hong Kong SAR Government to the Hong Kong Branch of National Engineering Research Center on Rail Transit Electrification and Automationen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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