Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/98717
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorZhang, YAen_US
dc.creatorZhu, Sen_US
dc.date.accessioned2023-05-10T02:04:26Z-
dc.date.available2023-05-10T02:04:26Z-
dc.identifier.issn1545-2255en_US
dc.identifier.urihttp://hdl.handle.net/10397/98717-
dc.language.isoenen_US
dc.publisherJohn Wiley & Sonsen_US
dc.rights© 2023 Yi-Ang Zhang and Songye Zhu. Tis is an open access article distributed under the Creative Commons Attribution License (https://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.en_US
dc.rightsThe following publication Zhang, Y. A., & Zhu, S. (2023). Novel Model-free Optimal Active Vibration Control Strategy Based on Deep Reinforcement Learning. Structural Control and Health Monitoring, 2023 is available at https://doi.org/10.1155/2023/6770137.en_US
dc.titleNovel model-free optimal active vibration control strategy based on deep reinforcement learningen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume2023en_US
dc.identifier.doi10.1155/2023/6770137en_US
dcterms.abstractNeural networks (NNs) can provide a simple solution to complex structural vibration control problems. However, most past NN-based control strategies cannot guarantee an optimal policy in structural vibration control. In this study, a novel active vibration control strategy based on deep reinforcement learning is proposed, which utilizes the learning ability of NN controllers and simultaneously provides control performance comparable to traditional model-based optimal controllers. The proposed learning algorithm can determine the control policy through interaction with the environment without knowing dynamic system models. This study shows that the proposed model-free strategy can provide optimal control performance to various systems and excitations. The proposed control strategy is first verified on a single-degree-of-freedom model and subsequently extended to a multi-degree-of-freedom shear-building model. Its control performance with full-state feedback is nearly the same as that of a classical linear quadratic regulator. Moreover, the learned policy can outperform a traditional output feedback controller in a partially observed system. The robustness of the proposed control strategy against measurement noise is also tested.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationStructural control and health monitoring, 2023, v. 2023, 6770137en_US
dcterms.isPartOfStructural control and health monitoringen_US
dcterms.issued2023-
dc.identifier.isiWOS:000950481100001-
dc.identifier.eissn1545-2263en_US
dc.identifier.artn6770137en_US
dc.description.validate202305 bcvcen_US
dc.description.oaVersion of Recorden_US
dc.identifier.FolderNumberOA_Scopus/WOS-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextHong Kong Branch of the National Rail Transit Electrification and Automation Engineering Technology Research Center; Hong Kong Polytechnic Universityen_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryCCen_US
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