Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/103199
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dc.contributorDepartment of Building and Real Estate-
dc.creatorLiang, Den_US
dc.creatorZheng, Yen_US
dc.creatorFang, Cen_US
dc.creatorYam, MCHen_US
dc.creatorZhang, Cen_US
dc.date.accessioned2023-12-11T00:32:17Z-
dc.date.available2023-12-11T00:32:17Z-
dc.identifier.issn0964-1726en_US
dc.identifier.urihttp://hdl.handle.net/10397/103199-
dc.language.isoenen_US
dc.publisherInstitute of Physics Publishingen_US
dc.rights© 2020 IOP Publishing Ltden_US
dc.rightsThis is the Accepted Manuscript version of an article accepted for publication in Smart Materials and Structures. IOP Publishing Ltd is not responsible for any errors or omissions in this version of the manuscript or any version derived from it. The Version of Record is available online at https://doi.org/10.1088/1361-665X/ab8f68.en_US
dc.rightsThis 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.subjectBridgeen_US
dc.subjectExperimental studyen_US
dc.subjectFriction sliding bearingen_US
dc.subjectSeismic resilienceen_US
dc.subjectShape memory alloy (SMA) cableen_US
dc.subjectSystem-level analysisen_US
dc.titleShape Memory Alloy (SMA)-cable-controlled sliding bearings : development, testing, and system behavioren_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume29en_US
dc.identifier.issue8en_US
dc.identifier.doi10.1088/1361-665X/ab8f68en_US
dcterms.abstractThis paper presents an innovative type of friction sliding bearing system incorporating shape memory alloy (SMA) cables. The study commences with cyclic tests on individual SMA cables to understand their fundamental mechanical properties. The working principle of the proposed SMA-cable-controlled friction sliding bearing (SMA-sliding bearing) is subsequently described, followed by physical tests on two SMA-sliding bearing specimens. The bearing specimens show rectangular hysteresis loops induced by Coulomb friction before the SMA cables are stretched, and afterward the load resistance and energy dissipation capacity of the bearings are increased accompanied by certain self-centering capability due to the engagement of the SMA cables. Such action is expected to effectively restrict excessive displacements of the bearings and to help reduce the residual displacement. Following the experimental study, a theoretical model of the new bearing is developed and numerical simulation is carried out. The theoretical and numerical results agree very well with the experimental results. A case study focusing on a three-span continuous bridge subjected to pulse-like near-fault (NF) ground motions is subsequently conducted, where three types of bearing system, namely, conventional sliding bearing system, SMA-sliding bearing system, and steel-cable-controlled (steel-sliding) bearing system are compared. The system-level analysis results show that the proposed SMA-sliding bearing has its superiority in superstructure displacement control, with a limited increase in the curvature ductility of the pier.-
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationSmart materials and structures, Aug. 2020, v. 29, no. 8, 085006en_US
dcterms.isPartOfSmart materials and structuresen_US
dcterms.issued2020-08-
dc.identifier.scopus2-s2.0-85087103452-
dc.identifier.eissn1361-665Xen_US
dc.identifier.artn085006en_US
dc.description.validate202312 bcch-
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberBRE-0287-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextNational Natural Science Foundation of China (NSFC); Shock and Vibration of Engineering Materials and Structures Key Laboratory of Sichuan Province; Chinese National Engineering Research Centre for Steel Construction (Hong Kong Branch)en_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS24419277-
dc.description.oaCategoryGreen (AAM)en_US
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