Please use this identifier to cite or link to this item: https://hdl.handle.net/10316/14499
DC FieldValueLanguage
dc.contributor.authorAraujo, Ricardo R. de-
dc.contributor.authorSilva, José G. S. da-
dc.contributor.authorVellasco, Pedro C. G. da S.-
dc.contributor.authorAndrade, Sebastião A. L. de-
dc.contributor.authorLima, Luciano R. O. de-
dc.contributor.authorSilva, Luís A. P. Simões da-
dc.date.accessioned2011-02-07T13:16:13Z-
dc.date.available2011-02-07T13:16:13Z-
dc.date.issued2010-
dc.identifier.citationARAUJO, Ricardo R. de [et al.] - Non-linear dynamic analysis of stayed steel columns. In BATISTA, E.; VELLASCO, P.; LIMA, L. de, ed lit. - SDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedings. Rio de Janeiro : Federal University; State University, 2010. ISBN 978-85-285-0137-7. Vol. 1, p. 423-430-
dc.identifier.isbn978-85-285-0137-7-
dc.identifier.urihttps://hdl.handle.net/10316/14499-
dc.description.abstractThis work describes non-linear finite element simulations made on stayed system subjected to sudden impact loads. The study aimed to determine the influence of the prestress forces magnitude and its response with and without damping effects. Various cases where the load magnitude varied from 10% up to 100% of the stayed column load bearing capacity were investigated. The performed analyses enabled an evaluation of the structural system amplification factor to be later compared to allowing horizontal deflection limits usually adopted in steel design standards.por
dc.language.isoengpor
dc.publisherFederal University of Rio de Janeiropor
dc.publisherState University of Rio de Janeiro-
dc.rightsopenAccesspor
dc.subjectPre-stressed steel columnspor
dc.subjectExperimental analysispor
dc.subjectSteel structurespor
dc.subjectComputational modellingpor
dc.subjectNon-linear analysispor
dc.titleNon-linear dynamic analysis of stayed steel columnspor
dc.typeconferenceObjectpor
degois.publication.firstPage423por
degois.publication.lastPage430por
degois.publication.locationRio de Janeiropor
degois.publication.titleSDSS’Rio 2010 International Colloquium on Stability and Ductility of Steel Structures : proceedingspor
dc.peerreviewedYespor
degois.publication.volume1por
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.openairetypeconferenceObject-
item.cerifentitytypePublications-
item.grantfulltextopen-
item.fulltextCom Texto completo-
item.languageiso639-1en-
crisitem.author.researchunitISISE - Institute for Sustainability and Innovation in Structural Engineering-
crisitem.author.orcid0000-0003-2808-3437-
crisitem.author.orcid0000-0001-5225-6567-
Appears in Collections:FCTUC Eng.Civil - Artigos e Resumos em Livros de Actas
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