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Seismic performance of metallic braced frames by pushover analyses

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dc.contributor.authorBraz-César, Manuel
dc.contributor.authorBarros, Rui
dc.date.accessioned2010-02-17T17:22:31Z
dc.date.available2010-02-17T17:22:31Z
dc.date.issued2009
dc.description.abstractA preliminary investigation is presented on a pushover analysis used for the seismic performance of metallic braced frames equipped with diagonal X-bracing and K-bracing systems. Three steel frames were analysed corresponding to 3, 6 and 10 floor regular buildings. The frames were modelled in the MIDAS/Civil finite element software and in the analyses nonlinear static methods were used to obtain the pushover curve. The principal objective of this article is to compare the evaluation of the structural performances of these buildings with respect to the proposed N2-method, and so also of the consequent convenience of using pushover methodology for the seismic analysis of structures.pt
dc.identifier.citationBraz-César, M.T.; Barros, R.C. (2009). Seismic performance of metallic braced frames by pushover analyses. In COMPDYN - ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering. Rhodes.pt
dc.identifier.urihttp://hdl.handle.net/10198/1973
dc.language.isoengpt
dc.subjectPushoverpt
dc.subjectStatic non-linear analysispt
dc.titleSeismic performance of metallic braced frames by pushover analysespt
dc.typeconference object
dspace.entity.typePublication
oaire.citation.conferencePlaceRhodespt
oaire.citation.titleCOMPDYN 2009 - ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineeringpt
person.familyNameBraz-César
person.givenNameManuel
person.identifier.ciencia-id5C10-B764-22E3
person.identifier.orcid0000-0001-5640-0714
person.identifier.scopus-author-id53663179600
rcaap.rightsopenAccesspt
rcaap.typeconferenceObjectpt
relation.isAuthorOfPublicationa99f08f6-5b97-4571-a6e4-07dee53fb527
relation.isAuthorOfPublication.latestForDiscoverya99f08f6-5b97-4571-a6e4-07dee53fb527

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