Please use this identifier to cite or link to this item: http://hdl.handle.net/10316/3984
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dc.contributor.authorSimão, P.-
dc.contributor.authorSilva, L. Simões da-
dc.date.accessioned2008-09-01T09:46:59Z-
dc.date.available2008-09-01T09:46:59Z-
dc.date.issued2004en_US
dc.identifier.citationThin-Walled Structures. 42:10 (2004) 1495-1517en_US
dc.identifier.urihttp://hdl.handle.net/10316/3984-
dc.description.abstractGeneralized beam theory--GBT--is among the most adequate tools for the analysis of thin-walled prismatic elements. It enables the analysis of the distortion of the element cross-section and local buckling of individual walls in a unified manner that incorporates the results from classical bending theory. The basis of this theory was developed in the 1960s by Schardt for first and second order elastic behaviour of thin-walled members.en_US
dc.description.urihttp://www.sciencedirect.com/science/article/B6V59-4CDHH8M-2/1/0dc966f0e6162a1c782229da7969d09fen_US
dc.format.mimetypeaplication/PDFen
dc.language.isoengeng
dc.rightsopenAccesseng
dc.subjectThin-walled membersen_US
dc.subjectGeneralized beam theoryen_US
dc.subjectLocal bucklingen_US
dc.subjectDistortional bucklingen_US
dc.subjectMode interactionen_US
dc.titleA unified energy formulation for the stability analysis of open and closed thin-walled members in the framework of the generalized beam theoryen_US
dc.typearticleen_US
item.languageiso639-1en-
item.fulltextCom Texto completo-
item.grantfulltextopen-
Appears in Collections:FCTUC Eng.Civil - Artigos em Revistas Internacionais
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