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Identification of flutter derivatives by forced vibration tests
dc.creator | Šarkić-Glumac, Anina | |
dc.creator | Hoffer, Rudiger | |
dc.creator | Brčić, Stanko | |
dc.date.accessioned | 2019-04-19T14:26:40Z | |
dc.date.available | 2019-04-19T14:26:40Z | |
dc.date.issued | 2017 | |
dc.identifier.issn | 0350-2465 | |
dc.identifier.uri | https://grafar.grf.bg.ac.rs/handle/123456789/814 | |
dc.description.abstract | Results of an experimental study related to flutter phenomenon are presented in the paper. Two cross-sections are considered: a rectangular cross-section and a typical symmetric bridge cross-section. Stationary coefficients and instationary flutter derivatives are determined by means of forced vibration tests. The identification technique is presented in detail. Pressure measurements at the centre of the bridge cross-section are also performed. Main wind flow patterns are analysed based on pressure distribution data. | en |
dc.publisher | Union of Croatian Civil Engineers and Technicians | |
dc.rights | openAccess | |
dc.rights.uri | https://creativecommons.org/licenses/by/4.0/ | |
dc.source | Građevinar | |
dc.subject | aeroelasticity | en |
dc.subject | flutter | en |
dc.subject | flutter derivatives | en |
dc.subject | forced vibration test | en |
dc.subject | rectangular cross-section | en |
dc.subject | bridge cross-section | en |
dc.title | Identification of flutter derivatives by forced vibration tests | en |
dc.type | article | |
dc.rights.license | BY | |
dc.citation.epage | 280 | |
dc.citation.issue | 4 | |
dc.citation.other | 69(4): 267-280 | |
dc.citation.rank | M23 | |
dc.citation.spage | 267 | |
dc.citation.volume | 69 | |
dc.identifier.doi | 10.14256/JCE.1504.2015 | |
dc.identifier.fulltext | https://grafar.grf.bg.ac.rs//bitstream/id/4196/812.pdf | |
dc.identifier.scopus | 2-s2.0-85019542922 | |
dc.identifier.wos | 000403998400002 | |
dc.type.version | publishedVersion |