Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/114848
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorWang, YLen_US
dc.creatorLu, Yen_US
dc.creatorTan, YKen_US
dc.creatorAo, WKen_US
dc.creatorNi, YQen_US
dc.creatorTang, QCen_US
dc.date.accessioned2025-09-01T01:52:54Z-
dc.date.available2025-09-01T01:52:54Z-
dc.identifier.issn2190-5452en_US
dc.identifier.urihttp://hdl.handle.net/10397/114848-
dc.language.isoenen_US
dc.publisherSpringeren_US
dc.rights© The Author(s) 2025en_US
dc.rightsOpen Access This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons licence, and indicate if changes were made. The images or other third party material in this article are included in the article's Creative Commons licence, unless indicated otherwise in a credit line to the material. If material is not included in the article's Creative Commons licence and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder. To view a copy of this licence, visit http://creativecommons.org/licenses/by/4.0/.en_US
dc.rightsThe following publication Wang, YL., Lu, Y., Tan, YK. et al. Bayesian optimization bidirectional LSTM approach for the condition assessment of underground-operating trains. J Civil Struct Health Monit 15, 2887–2901 (2025) is available at https://doi.org/10.1007/s13349-025-00938-6.en_US
dc.subjectBayesian optimizationen_US
dc.subjectBidirectional LSTMen_US
dc.subjectOnline condition assessmenten_US
dc.subjectRail transit structural health monitoringen_US
dc.subjectRail vibration controlen_US
dc.subjectTrain vibration time-series analysisen_US
dc.titleBayesian optimization bidirectional LSTM approach for the condition assessment of underground-operating trainsen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage2887en_US
dc.identifier.epage2901en_US
dc.identifier.volume15en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1007/s13349-025-00938-6en_US
dcterms.abstractUnderground railways play a crucial role in global intercity transport networks, necessitating the implementation of diverse measures to mitigate vibrations during train operations. However, with the variable damping, the structures of underground trains can inadvertently impact passenger’s comfort when taking them. Consequently, the development of the online monitoring system becomes imperative to assess the operational conditions of these trains. This research applies the ISO2631 standard to analyze the dynamic responses of train’s accelerations, utilizes the ride comfort index to determine the operational state of the train, and uses online monitoring data to evaluate its overall conditions. The study proposes an online monitoring system that utilizes the long short-term memory (LSTM) algorithm, which has demonstrated effectiveness in time-series prediction and identification tasks. By learning from historical and future signal segments, the LSTM algorithm enables the diagnosis and identification of underground train-operating conditions under varying working conditions. To enhance the accuracy of prediction results, the algorithm is optimized by adopting the bi-directional structure and Bayesian optimization method. Quantitative analyses demonstrate that the optimized bi-directional LSTM model achieves a correlation up to 94.32% for overall dataset and 90.45% on test dataset. Finally, an illustrative case is presented to highlight the performance of the proposed method in assessing the conditions of underground trains.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of civil structural health monitoring, Oct. 2025, v. 15, no. 7, p. 2887–2901en_US
dcterms.isPartOfJournal of civil structural health monitoringen_US
dcterms.issued2025-10-
dc.identifier.scopus2-s2.0-105004008870-
dc.identifier.eissn2190-5479en_US
dc.description.validate202509 bcchen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_TA-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThis study was funded by the Start-up Fund for RAPs under the Strategic Hiring Scheme of The Hong Kong Polytechnic University (grant number 1-BD22). The authors also acknowledge financial support from the Innovation and Technology Commission (ITC) of the Hong Kong SAR Government to the Hong Kong Branch of the Chinese National Rail Transit Electrification and Automation Engineering Technology Research Center (grant number K-BBY1). This study was funded by the Start-up Fund for RAPs under the Strategic Hiring Scheme of The Hong Kong Polytechnic University (Grant number 1-BD22).en_US
dc.description.pubStatusPublisheden_US
dc.description.TASpringer Nature (2025)en_US
dc.description.oaCategoryTAen_US
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