Buckling length of framed compression members with semirigid connections

Ermopoulos, JCh

dc.contributor.author	Ermopoulos, JCh	en
dc.date.accessioned	2014-03-01T01:08:16Z
dc.date.available	2014-03-01T01:08:16Z
dc.date.issued	1991	en
dc.identifier.issn	0143-974X	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/10383
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	Steel Structures--Connections	en
dc.subject.other	Structural Analysis--Computer Aided Analysis	en
dc.subject.other	Structural Frames	en
dc.subject.other	Bolted Joints	en
dc.subject.other	Buckling Lengths	en
dc.subject.other	Framed Compression Members	en
dc.subject.other	Semirigid Connections	en
dc.subject.other	Welded Joints	en
dc.subject.other	Columns	en
dc.title	Buckling length of framed compression members with semirigid connections	en
heal.type	journalArticle	en
heal.identifier.primary	10.1016/0143-974X(91)90069-D	en
heal.identifier.secondary	http://dx.doi.org/10.1016/0143-974X(91)90069-D	en
heal.language	English	en
heal.publicationDate	1991	en
heal.abstract	The system of nonlinear equilibrium equations in the deformed state of framed compression members is expressed and methodology for the computation of their corresponding buckling length is proposed. The connections of the bars are considered to be semirigid and this is done by means of nonlinear rotational and translational springs. The present analysis covers both sway and nonsway modes, and with the aid of a specially prepared computer program, one can plot diagrams of the buckling length of framed compression members for various typical forms of bolted or welded joints. © 1991.	en
heal.publisher	ELSEVIER SCI LTD	en
heal.journalName	Journal of Constructional Steel Research	en
dc.identifier.doi	10.1016/0143-974X(91)90069-D	en
dc.identifier.isi	ISI:A1991GB59000003	en
dc.identifier.volume	18	en
dc.identifier.issue	2	en
dc.identifier.spage	139	en
dc.identifier.epage	154	en