STABILITY OF FRAMES WITH TAPERED BUILT-UP MEMBERS.

Ermopoulos John, C; Kounadis Anthony, N

dc.contributor.author	Ermopoulos John, C	en
dc.contributor.author	Kounadis Anthony, N	en
dc.date.accessioned	2014-03-01T01:06:29Z
dc.date.available	2014-03-01T01:06:29Z
dc.date.issued	1985	en
dc.identifier.issn	0733-9445	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9412
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0022131698&partnerID=40&md5=f8170bbc789a462380182e0fd1525b1d	en
dc.subject.classification	Construction & Building Technology	en
dc.subject.classification	Engineering, Civil	en
dc.subject.other	STRUCTURAL ANALYSIS	en
dc.subject.other	STRUCTURAL DESIGN - Loads	en
dc.subject.other	BIFURCATION ANALYSIS	en
dc.subject.other	TAPERED BUILT-UP MEMBERS	en
dc.subject.other	STRUCTURAL FRAMES	en
dc.title	STABILITY OF FRAMES WITH TAPERED BUILT-UP MEMBERS.	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1985	en
heal.abstract	This paper deals with simple frames having latticed members of varying moments of inertia. Critical loads are established in a closed form by means of a bifurcational analysis. The individual and coupling effects of various parameters upon the load-carrying capacity of such frames are fully assessed. The stresses in the chords and lacing bars of the members are also established with satisfactory accuracy. The analysis presented herein is illustrated through a numerical example.	en
heal.publisher	ASCE-AMER SOC CIVIL ENGINEERS	en
heal.journalName	Journal of structural engineering New York, N.Y.	en
dc.identifier.isi	ISI:A1985AQR4100007	en
dc.identifier.volume	111	en
dc.identifier.issue	9	en
dc.identifier.spage	1979	en
dc.identifier.epage	1992	en