Postbuckling analysis of a simple frame with varying stiffness

Kounadis, AN; Ermopoulos, JCh

dc.contributor.author	Kounadis, AN	en
dc.contributor.author	Ermopoulos, JCh	en
dc.date.accessioned	2014-03-01T01:06:18Z
dc.date.available	2014-03-01T01:06:18Z
dc.date.issued	1984	en
dc.identifier.issn	0001-5970	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9305
dc.subject.classification	Mechanics	en
dc.subject.other	ELASTICITY - Analysis	en
dc.subject.other	BIFURCATIONAL ANALYSIS	en
dc.subject.other	ELASTIC STABILITY	en
dc.subject.other	FRAME RESPONSE	en
dc.subject.other	MOMENT OF INERTIA	en
dc.subject.other	SLENDERNESS RATIO	en
dc.subject.other	COLUMNS	en
dc.title	Postbuckling analysis of a simple frame with varying stiffness	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF01190599	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF01190599	en
heal.language	English	en
heal.publicationDate	1984	en
heal.abstract	A complete nonlinear analysis is presented for establishing critical loads and the general response of a simple frame with a column of varying moment of inertia. Considerable discrepancies between nonlinear and linear buckling analyses render necessary the application of the former analysis for the evaluation of the actual response of a nonuniform frame. It is found that the variation of the column moment of inertia may have a very beneficial or detrimental effect. The individual and coupling effects of the foregoing parameter in connection with other parameters are also assessed. © 1984 Springer-Verlag.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Acta Mechanica	en
dc.identifier.doi	10.1007/BF01190599	en
dc.identifier.isi	ISI:A1984AAS9300008	en
dc.identifier.volume	54	en
dc.identifier.issue	1-2	en
dc.identifier.spage	95	en
dc.identifier.epage	105	en