Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.324
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dc.contributor.authorStarossek, Uwe-
dc.date.accessioned2008-04-10T08:04:34Zde_DE
dc.date.available2008-04-10T08:04:34Zde_DE
dc.date.issued1994-
dc.identifier.citationStructural Engineering Review, Vol. 6, No. 1, pp. 35-38, 1994de_DE
dc.identifier.issn0952-5807de_DE
dc.identifier.urihttp://tubdok.tub.tuhh.de/handle/11420/326-
dc.description.abstractWind-induced flutter of bridges occurs as coupled torsional and vertical oscillation, or uncoupled torsional oscillation. Bridges with bluff, non-streamlined sections are prone to torsional flutter. Prediction of torsional flutter on the basis of measured aerodynamic derivatives essentially corresponds to the prediction of coupled flutter, although, compared to the latter, it can be largely simplified. The theoretical background is discussed and the given formulae are checked against empirical data. It is found that simplification is recommendable only up to a certain degree.en
dc.language.isoende_DE
dc.publisherElsevierde_DE
dc.relation.ispartofStructural engineering reviewde_DE
dc.rightsinfo:eu-repo/semantics/openAccess-
dc.rights.urihttp://doku.b.tu-harburg.de/doku/lic_ohne_pod.phpde
dc.subject.ddc620: Ingenieurwissenschaftende_DE
dc.titleSimplified flutter prediction for bridges with bluff cross-sectionde_DE
dc.typeArticlede_DE
dc.identifier.urnurn:nbn:de:gbv:830-tubdok-3977de_DE
dc.identifier.doi10.15480/882.324-
dc.type.diniarticle-
dc.subject.ddccode620-
dcterms.DCMITypeText-
tuhh.identifier.urnurn:nbn:de:gbv:830-tubdok-3977de_DE
tuhh.publikation.typarticlede_DE
tuhh.publikation.sourceStructural Engineering Review, Vol. 6, No. 1, pp. 35-38, 1994de_DE
tuhh.opus.id397de_DE
tuhh.oai.showtruede_DE
tuhh.pod.allowedfalsede_DE
dc.identifier.hdl11420/326-
tuhh.abstract.englishWind-induced flutter of bridges occurs as coupled torsional and vertical oscillation, or uncoupled torsional oscillation. Bridges with bluff, non-streamlined sections are prone to torsional flutter. Prediction of torsional flutter on the basis of measured aerodynamic derivatives essentially corresponds to the prediction of coupled flutter, although, compared to the latter, it can be largely simplified. The theoretical background is discussed and the given formulae are checked against empirical data. It is found that simplification is recommendable only up to a certain degree.de_DE
tuhh.publication.instituteBaustatik B-4de_DE
tuhh.identifier.doi10.15480/882.324-
tuhh.type.opus(wissenschaftlicher) Artikel-
tuhh.institute.germanBaustatik B-4de
tuhh.institute.englishStructural Analysis B-4en
tuhh.institute.id31de_DE
tuhh.type.id2de_DE
tuhh.gvk.hasppnfalse-
dc.type.driverarticle-
dc.identifier.oclc930767767-
dc.type.casraiJournal Article-
tuhh.container.issue1de_DE
tuhh.container.volume6de_DE
tuhh.container.startpage35de_DE
tuhh.container.endpage38de_DE
item.languageiso639-1en-
item.grantfulltextopen-
item.openairetypeArticle-
item.cerifentitytypePublications-
item.creatorOrcidStarossek, Uwe-
item.fulltextWith Fulltext-
item.creatorGNDStarossek, Uwe-
item.openairecristypehttp://purl.org/coar/resource_type/c_6501-
crisitem.author.deptBaustatik B-4-
crisitem.author.orcid0000-0002-7147-2297-
crisitem.author.parentorgStudiendekanat Bauwesen-
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