Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116628
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorLi, JYen_US
dc.creatorShen, Jen_US
dc.creatorZhu, Sen_US
dc.date.accessioned2026-01-07T07:41:18Z-
dc.date.available2026-01-07T07:41:18Z-
dc.identifier.issn0888-3270en_US
dc.identifier.urihttp://hdl.handle.net/10397/116628-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.rights© 2022 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2022. This manuscript version is made available under the CC-BY-NC-ND 4.0 license https://creativecommons.org/licenses/by-nc-nd/4.0/en_US
dc.rightsThe following publication Li, J.-Y., Shen, J., & Zhu, S. (2023). Adaptive self-powered active vibration control to cable structures. Mechanical Systems and Signal Processing, 188, 110050 is available at https://doi.org/10.1016/j.ymssp.2022.110050.en_US
dc.subjectActive controlen_US
dc.subjectAdaptive controlen_US
dc.subjectCableen_US
dc.subjectElectromagnetic damperen_US
dc.subjectEnergy-neutralen_US
dc.subjectInerter damperen_US
dc.subjectLQG controlen_US
dc.subjectSelf-powereden_US
dc.titleAdaptive self-powered active vibration control to cable structuresen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume188en_US
dc.identifier.doi10.1016/j.ymssp.2022.110050en_US
dcterms.abstractHigh-performance vibration control is always preferred for cable structures that are inherently flexible and susceptible to dynamic excitations. Among different control categories, active control generally surpasses the other types of control (i.e., passive, semi-active, etc.) in terms of control performance. However, its large energy consumption and the potential instability concern hinder its wide-spread applications in relevant fields. In this regard, we propose a novel power-oriented adaptive self-powered active control system to address these concerns without compromising active control performance. In particular, this study explores the full potential of the newly proposed system analytically and numerically via a case study of a 135 m full-scale bridge cable. Moreover, its control performance is meticulously compared with that of an emerging passive controller, namely, an optimal inerter damper. Simulation results confirm that the proposed system successfully realized a considerably enhanced and broadband vibration mitigation performance than an optimal inerter damper without requiring an external energy supply. Slight modifications to the setup can further enable an easy transfer to other applications, shedding light on its promising future.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationMechanical systems and signal processing, 1 Apr. 2023, v. 188, 110050en_US
dcterms.isPartOfMechanical systems and signal processingen_US
dcterms.issued2023-04-01-
dc.identifier.eissn1096-1216en_US
dc.identifier.artn110050en_US
dc.description.validate202601 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4258-
dc.identifier.SubFormID52476, 52477-
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe authors are thankful for the financial support provided by the Research Grants Council of Hong Kong (Nos. PolyU 15214620, PolyU R5020-18, and T22-502/18-R) and the National Observation and Research Station of Material Corrosion and Structural Safety of Hong Kong-Zhuhai-Macao Bridge in Guangdong. The first author gratefully acknowledges the financial support from the Postdoc Matching Fund Scheme of The Hong Kong Polytechnic University (PP0034914). The findings and opinions expressed in this paper are those of the authors alone and are not necessarily the views of the sponsors.en_US
dc.description.pubStatusPublisheden_US
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
Files in This Item:
File Description SizeFormat 
Li_Adaptive_Self_Powered.pdfPre-Published version2.47 MBAdobe PDFView/Open
Open Access Information
Status open access
File Version Final Accepted Manuscript
Access
View full-text via PolyU eLinks SFX Query
Show simple item record

Google ScholarTM

Check

Altmetric


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.