Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/97341
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorChen, Wen_US
dc.creatorYan, Ben_US
dc.creatorLiao, Jen_US
dc.creatorLuo, Len_US
dc.creatorDong, Yen_US
dc.date.accessioned2023-03-06T01:17:34Z-
dc.date.available2023-03-06T01:17:34Z-
dc.identifier.issn0219-4554en_US
dc.identifier.urihttp://hdl.handle.net/10397/97341-
dc.language.isoenen_US
dc.publisherWorld Scientificen_US
dc.rights© World Scientific Publishing Companyen_US
dc.rightsElectronic version of an article published as International Journal of Structural Stability and Dynamics, vol. 22, no. 7, 2022, 2250036, https://doi.org/10.1142/S0219455422500365 © copyright World Scientific Publishing Company, https://www.worldscientific.com/worldscinet/ijssden_US
dc.subjectCable forceen_US
dc.subjectDigital image correlationen_US
dc.subjectMode shapeen_US
dc.subjectVideo motion magnificationen_US
dc.titleCable force determination using phase-based video motion magnification and digital image correlationen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.volume22en_US
dc.identifier.issue7en_US
dc.identifier.doi10.1142/S0219455422500365en_US
dcterms.abstractThe mode shape-aided method provides a simple and effective way for cable force determination, which, however, requires accurate parameter identification of the cable structure. This paper proposes a phase-based video motion magnification to process the image sequences of a cable. Digital image correlations were engaged to measure the dynamic displacement-time history, through tracking the surface characteristic features of the cable. Thereafter, a frequency-domain decomposition technique was applied to extract the natural frequency and mode shape of the cable from the displacement-time history measurements. The identified cable mode shapes, along with a tensioned pinned-pinned cable model, were used to estimate the cable force. The accuracy of the proposed methodology was subsequently verified through laboratory testing on an inclined cable model and field testing on a typical hanger cable of a real-world arch bridge. Overall, the study results indicated that the proposed methodology could expediently and cost-effectively estimate the tension forces of a cable with reasonably acceptable identification accuracy.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationInternational journal of structural stability and dynamics, 15 June 2022, v. 22, no. 7, 2250036en_US
dcterms.isPartOfInternational journal of structural stability and dynamicsen_US
dcterms.issued2022-06-15-
dc.identifier.scopus2-s2.0-85122319611-
dc.identifier.eissn1793-6764en_US
dc.identifier.artn2250036en_US
dc.description.validate202203 bcfcen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-0043-
dc.description.fundingSourceOthersen_US
dc.description.fundingTextFaraday Institution; EPSRC; Royal Academy of Engineeringen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS60979181-
dc.description.oaCategoryGreen (AAM)en_US
Appears in Collections:Journal/Magazine Article
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