Please use this identifier to cite or link to this item: https://doi.org/10.15480/882.322
DC FieldValueLanguage
dc.contributor.authorStarossek, Uwe-
dc.date.accessioned2008-04-09T17:00:58Zde_DE
dc.date.available2008-04-09T17:00:58Zde_DE
dc.date.issued1993-
dc.identifier.citationStructural engineering review, Vol. 5, No. 4, pp. 301-307, 1993de_DE
dc.identifier.issn0952-5807de_DE
dc.identifier.urihttp://tubdok.tub.tuhh.de/handle/11420/324-
dc.description.abstractWind-induced flutter of bridges with streamlined, plate-like cross-sections occurs as coupled torsional and vertical oscillation. Prediction can possibly be facilated by representing the spatial system by a generalized 2-DOF system. This may, however, be inadmissible or may lead to extremely conservative results if the modes of torsional and vertical vibration differ strongly. Flutter prediction should then be based on spatial modeling. Classical methods of aircraft engineering for solving the spatial problem proceed from differential equations of motion or make use of variational principles. For appliations in bridge engineering, the finite-element concept proves to be more efficient. In this paper, two beam elements of different complexity are presented. Formulation and solution of the resulting MDOF equations of motion are described. Results of numerical calculations are stated.en
dc.language.isoende_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.titlePrediction of bridge flutter through use of finite elementsde_DE
dc.typeArticlede_DE
dc.identifier.urnurn:nbn:de:gbv:830-tubdok-3959de_DE
dc.identifier.doi10.15480/882.322-
dc.type.diniarticle-
dc.subject.ddccode620-
dcterms.DCMITypeTextde_DE
tuhh.identifier.urnurn:nbn:de:gbv:830-tubdok-3959de_DE
tuhh.publikation.typarticlede_DE
tuhh.publikation.sourceStructural engineering review, Vol. 5, No. 4, pp. 301-307, 1993de_DE
tuhh.opus.id395de_DE
tuhh.oai.showtruede_DE
tuhh.pod.allowedfalsede_DE
dc.identifier.hdl11420/324-
tuhh.abstract.englishWind-induced flutter of bridges with streamlined, plate-like cross-sections occurs as coupled torsional and vertical oscillation. Prediction can possibly be facilated by representing the spatial system by a generalized 2-DOF system. This may, however, be inadmissible or may lead to extremely conservative results if the modes of torsional and vertical vibration differ strongly. Flutter prediction should then be based on spatial modeling. Classical methods of aircraft engineering for solving the spatial problem proceed from differential equations of motion or make use of variational principles. For appliations in bridge engineering, the finite-element concept proves to be more efficient. In this paper, two beam elements of different complexity are presented. Formulation and solution of the resulting MDOF equations of motion are described. Results of numerical calculations are stated.de_DE
tuhh.publication.instituteBaustatik B-4de_DE
tuhh.identifier.doi10.15480/882.322-
tuhh.type.opus(wissenschaftlicher) Artikelde
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.oclc930767799-
dc.type.casraiJournal Articleen
item.fulltextWith Fulltext-
item.creatorOrcidStarossek, Uwe-
item.creatorGNDStarossek, Uwe-
item.grantfulltextopen-
crisitem.author.deptBaustatik B-4-
crisitem.author.orcid0000-0002-7147-2297-
Appears in Collections:Publications (tub.dok)
Files in This Item:
File Description SizeFormat
finite_element_bridge_flutter_analysis_1.pdf665,77 kBAdobe PDFThumbnail
View/Open
Show simple item record

Page view(s)

256
Last Week
1
Last month
1
checked on Apr 23, 2019

Download(s)

102
checked on Apr 23, 2019

Google ScholarTM

Check

Export

Items in TORE are protected by copyright, with all rights reserved, unless otherwise indicated.