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dc.contributor.authorBertolino, R.-
dc.contributor.authorDeRoeck, G.-
dc.contributor.authorTopping, BHV-
dc.identifier.citationComputational Civil and Structural Engineering. Edinburgh: Civil Comp Press, p. 57-63, 2000.-
dc.description.abstractThe elastic-plastic structural stability behaviour of arches is analysed in the present work.The application of the developed mathematical model, allows to determine the elastic-plastic equilibrium paths, looking for critical points, bifurcation or limit, along those paths, associated to the critical load, in case it comes to happen.The equilibrium paths in the elastic-plastic behaviour when compared with the paths in the linear elastic behaviour, may show that, due to influence of the material plasticity, modifications paths appear and consequently alterations in the values of its critical loads.en
dc.publisherCivil Comp Press-
dc.sourceWeb of Science-
dc.titleElasto-plastic structural stability of archesen
dc.contributor.institutionUniversidade Estadual Paulista (UNESP)-
dc.description.affiliationUniv Estadual Paulista, Dept Civil Engn, BR-01405 São Paulo, Brazil-
dc.description.affiliationUnespUniv Estadual Paulista, Dept Civil Engn, BR-01405 São Paulo, Brazil-
dc.rights.accessRightsAcesso restrito-
dc.relation.ispartofComputational Civil and Structural Engineering-
Appears in Collections:Artigos, TCCs, Teses e Dissertações da Unesp

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