Please use this identifier to cite or link to this item: http://hdl.handle.net/10397/101287
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dc.contributorDepartment of Civil and Environmental Engineeringen_US
dc.creatorJing, Hen_US
dc.creatorXia, Yen_US
dc.creatorLi, Hen_US
dc.creatorXu, Yen_US
dc.creatorLi, Yen_US
dc.date.accessioned2023-08-30T04:16:31Z-
dc.date.available2023-08-30T04:16:31Z-
dc.identifier.issn0889-9746en_US
dc.identifier.urihttp://hdl.handle.net/10397/101287-
dc.language.isoenen_US
dc.publisherAcademic Pressen_US
dc.rights© 2016 Elsevier Ltd. All rights reserved.en_US
dc.rights© 2016. 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 Jing, H., Xia, Y., Li, H., Xu, Y., & Li, Y. (2017). Excitation mechanism of rain–wind induced cable vibration in a wind tunnel. Journal of Fluids and Structures, 68, 32-47 is available at https://doi.org/10.1016/j.jfluidstructs.2016.10.006.en_US
dc.subjectCableen_US
dc.subjectExcitation mechanismen_US
dc.subjectRain–wind induced vibrationen_US
dc.subjectRivuleten_US
dc.subjectVideogrammetryen_US
dc.subjectWind tunnel testen_US
dc.titleExcitation mechanism of rain–wind induced cable vibration in a wind tunnelen_US
dc.typeJournal/Magazine Articleen_US
dc.identifier.spage32en_US
dc.identifier.epage47en_US
dc.identifier.volume68en_US
dc.identifier.doi10.1016/j.jfluidstructs.2016.10.006en_US
dcterms.abstractThe rain-wind induced vibration (RWIV) of cables in bridge and wind engineering has been reported worldwide over the past decades. However, quantitative analyses of the RWIV mechanism using the real water rivulets are rare. The RWIV of a cable model is tested in an open-jet wind tunnel. The movement and the geometry of the upper rivulet and the vibration of the cable are obtained by videogrammetry. The coupling of the upper rivulet and cable vibration is shown to be the main excitation mechanism of RWIV. In particular, the oscillating upper rivulet induces the boundary layer to attach to the cable and generates aerodynamic forces, which produce a positive work and excite the cable to vibrate. In turn, the cable vibration harmonizes the upper rivulet along the cable. To verify the proposed mechanism, a numerical model is established using the aerodynamic coefficients measured in dry cable tests. The numerical results are in agreement with the experiments. The effect of the damping ratio on the RWIV amplitude is also experimentally and numerically investigated.en_US
dcterms.accessRightsopen accessen_US
dcterms.bibliographicCitationJournal of fluids and structures, Jan. 2017, v. 68, p. 32-47en_US
dcterms.isPartOfJournal of fluids and structuresen_US
dcterms.issued2017-01-
dc.identifier.scopus2-s2.0-84994669333-
dc.identifier.eissn1095-8622en_US
dc.description.validate202308 bcchen_US
dc.description.oaAccepted Manuscripten_US
dc.identifier.FolderNumberCEE-2313-
dc.description.fundingSourceRGCen_US
dc.description.pubStatusPublisheden_US
dc.identifier.OPUS6694152-
dc.description.oaCategoryGreen (AAM)en_US
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