Nonlinear sway-buckling of an eccentrically loaded frame of two timoshenko-bars

Kounadis, AN

dc.contributor.author	Kounadis, AN	en
dc.date.accessioned	2014-03-01T01:05:42Z
dc.date.available	2014-03-01T01:05:42Z
dc.date.issued	1978	en
dc.identifier.issn	0020-1154	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/8939
dc.subject.classification	Engineering, Multidisciplinary	en
dc.subject.classification	Mechanics	en
dc.subject.other	TRUSSES - Design	en
dc.subject.other	STRUCTURAL DESIGN	en
dc.title	Nonlinear sway-buckling of an eccentrically loaded frame of two timoshenko-bars	en
heal.type	journalArticle	en
heal.identifier.primary	10.1007/BF00538357	en
heal.identifier.secondary	http://dx.doi.org/10.1007/BF00538357	en
heal.language	English	en
heal.publicationDate	1978	en
heal.abstract	A variational method for investigating the nonlinear lateral stability is applied to a rectangular, geometrically perfect, two-bar frame which is loaded eccentrically to the center line of one of the bars. The frame loses its stability through a limit point. The individual, and primarily the coupling effects on the nonlinear sway-buckling load are fully assessed for a variety of parameters such as transverse shear deformation, cross-sectional shape, loading eccentricity, slenderness ratio and moment of inertia ratio of the two bars. The conclusions presented herein give a better insight into the actual response of the frame. © 1978 Springer-Verlag.	en
heal.publisher	Springer-Verlag	en
heal.journalName	Ingenieur-Archiv	en
dc.identifier.doi	10.1007/BF00538357	en
dc.identifier.isi	ISI:A1978GA96200003	en
dc.identifier.volume	47	en
dc.identifier.issue	6	en
dc.identifier.spage	363	en
dc.identifier.epage	369	en