Stability of battened columns with and without taper

Ermopoulos, JC; Ioannidis, SS; Kounadis, AN

dc.contributor.author	Ermopoulos, JC	en
dc.contributor.author	Ioannidis, SS	en
dc.contributor.author	Kounadis, AN	en
dc.date.accessioned	2014-03-01T01:08:33Z
dc.date.available	2014-03-01T01:08:33Z
dc.date.issued	1991	en
dc.identifier.issn	0141-0296	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10565
dc.subject	battened columns	en
dc.subject	critical buckling load	en
dc.subject	stability	en
dc.subject	support conditions	en
dc.subject	tapered build-up members	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Joints	en
dc.subject.other	Structural Analysis	en
dc.subject.other	Structural Design - Loads	en
dc.subject.other	Structural Frames - Buckling	en
dc.subject.other	Battened Columns	en
dc.subject.other	Critical Loads	en
dc.subject.other	Support Conditions	en
dc.subject.other	Tapered Members	en
dc.subject.other	Columns	en
dc.title	Stability of battened columns with and without taper	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0141-0296(91)90035-B	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0141-0296(91)90035-B	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	In this investigation built-up columns with a linear variation of depth under various support conditions are analysed as rigid-jointed frameworks. A rigorous analysis for determining critical loads allows formulae to be established for buckling load estimates of practical importance. The individual and coupling effects on the critical loads are assessed for a variety of parameters such as: degree of nonuformity, number of panels as well as stiffness and length ratios of component members. The proposed solution technique is demonstrated with examples. © 1991.	en
heal.publisher	BUTTERWORTH-HEINEMANN LTD	en
heal.journalName	Engineering Structures	en
dc.identifier.doi	10.1016/0141-0296(91)90035-B	en
dc.identifier.isi	ISI:A1991FV49000002	en
dc.identifier.volume	13	en
dc.identifier.issue	3	en
dc.identifier.spage	237	en
dc.identifier.epage	241	en