Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/116610
PIRA download icon_1.1View/Download Full Text
DC FieldValueLanguage
dc.contributorDepartment of Civil and Environmental Engineering-
dc.creatorLi, JY-
dc.creatorZhu, S-
dc.creatorShi, X-
dc.creatorShen, W-
dc.date.accessioned2026-01-06T02:09:16Z-
dc.date.available2026-01-06T02:09:16Z-
dc.identifier.isbn -
dc.identifier.issn0733-9445-
dc.identifier.urihttp://hdl.handle.net/10397/116610-
dc.language.isoenen_US
dc.publisherAmerican Society of Civil Engineersen_US
dc.rights© 2019 American Society of Civil Engineers.en_US
dc.rightsThis material may be downloaded for personal use only. Any other use requires prior permission of the American Society of Civil Engineers. This material may be found at https://ascelibrary.org/doi/10.1061/(ASCE)ST.1943-541X.0002477.en_US
dc.titleElectromagnetic shunt damper for bridge cable vibration mitigation : full-scale experimental studyen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage04019175-1-
dc.identifier.epage04019175-12-
dc.identifier.volume146-
dc.identifier.issue1-
dc.identifier.doi10.1061/(ASCE)ST.1943-541X.0002477-
dcterms.abstractLong bridge cables are vulnerable to unanticipated large vibrations induced by earthquakes, wind, and traffic loads. The use of various dampers, including inerter dampers (IDs), as an effective approach for the mitigation of cable vibration has been extensively studied in recent years. This work presents an innovative strategy wherein an electromagnetic shunt damper (EMSD) is applied to emulate the mechanical behavior of traditional IDs. The proposed EMSD–ID design exploits analogous relationships between mechanical and electrical systems and provides unprecedented efficiency and flexibility in exerting large inertance. A full-scale EMSD–ID prototype was designed and fabricated, and its effective control performance was verified in a laboratory experiment involving a cable-stayed bridge model with a length of 135 m.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of structural engineering, Jan. 2020, v. 146, no. 1, 04019175, p. 04019175-1 - 04019175-12-
dcterms.isPartOfJournal of structural engineering-
dcterms.issued2020-01-
dc.identifier.scopus2-s2.0-85074374191-
dc.identifier.pmid -
dc.identifier.eissn1943-541X-
dc.identifier.artn04019175-
dc.description.validate202601 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumbera4251ben_US
dc.identifier.SubFormID52439en_US
dc.description.fundingSourceRGCen_US
dc.description.fundingSourceOthersen_US
dc.description.fundingTextThe first three authors are grateful for the financial support from the Research Grants Council of Hong Kong through a General Research Fund (GRF) grant (Project No. PolyU 152222/14E) and through a Research Impact Fund (Project No. PolyU R5020-18), as well as from the Hong Kong Polytechnic University (Project No. G-YBPZ). The fourth author acknowledges the National Natural Science Foundation of China (Grant No. 51508217). The findings and opinions expressed in this paper are from 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_Electromagnetic_Shunt_Damper.pdfPre-Published version2.56 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.