Equivalent Buckling Length of Non-uniform Members

Ermopoulos, JCh

dc.contributor.author	Ermopoulos, JCh	en
dc.date.accessioned	2014-03-01T01:12:51Z
dc.date.available	2014-03-01T01:12:51Z
dc.date.issued	1997	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/12266
dc.subject	Critical Loads	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Buckling	en
dc.subject.other	Equations of motion	en
dc.subject.other	Graphic methods	en
dc.subject.other	Iterative methods	en
dc.subject.other	Nonlinear equations	en
dc.subject.other	Structural frames	en
dc.subject.other	Structural loads	en
dc.subject.other	Equivalent buckling length	en
dc.subject.other	Nonuniform members	en
dc.subject.other	Structural members	en
dc.title	Equivalent Buckling Length of Non-uniform Members	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/S0143-974X(97)00010-2	en
heal.identifier.secondary	http://dx.doi.org/10.1016/S0143-974X(97)00010-2	en
heal.language	English	en
heal.publicationDate	1997	en
heal.abstract	The non-linear equilibrium equations of framed non-uniform members under compression are established for non-sway and sway mode, The models considered are similar to those proposed by EC3 Annex E for uniform members, Using an iteration procedure the critical lends and the corresponding equivalent buckling lengths are calculated, while results are presented in tabular and graphical form, to make direct use from practising engineers easy. (C) 1997 Elsevier Science Ltd.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/S0143-974X(97)00010-2	en
dc.identifier.isi	ISI:A1997XM69400004	en
dc.identifier.volume	42	en
dc.identifier.issue	2	en
dc.identifier.spage	141	en
dc.identifier.epage	158	en