Slenderness requirements for the classification of beams with cross sections [Schlankheitsamnforderungen zur Klassifirzerung von Trägrern aus I-Querschnitten]

Vayas, L; Rangelov, N; Georgiev, T

dc.contributor.author	Vayas, L	en
dc.contributor.author	Rangelov, N	en
dc.contributor.author	Georgiev, T	en
dc.date.accessioned	2014-03-01T01:48:46Z
dc.date.available	2014-03-01T01:48:46Z
dc.date.issued	1999	en
dc.identifier.issn	00389145	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/25589
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0033299235&partnerID=40&md5=96fcd201357ac073e629044074309758	en
dc.subject.other	Buckling	en
dc.subject.other	Codes (standards)	en
dc.subject.other	Steel structures	en
dc.subject.other	Structural analysis	en
dc.subject.other	Torsional stress	en
dc.subject.other	Slenderness requirements	en
dc.subject.other	Torsional buckling	en
dc.subject.other	Beams and girders	en
dc.title	Slenderness requirements for the classification of beams with cross sections [Schlankheitsamnforderungen zur Klassifirzerung von Trägrern aus I-Querschnitten]	en
heal.type	journalArticle	en
heal.publicationDate	1999	en
heal.abstract	S/enderness reaui'rements for the classification of beams with / cross sections are proposed, taking into account the interactive effects between local buckling and lateral torsional buckling. They serve as limits lor the application of different methods for analysis of steel framed structures. The proposal is based on the results of an analytical method with due consideration of experimental investigations. The proposal is compared to corresponding rules provided by different design codes. It is shown, that the classification refers to the properties of the member rather than those of its cross section. © Ernst & Sohn.	en
heal.journalName	Stahlbau	en
dc.identifier.volume	68	en
dc.identifier.issue	9	en
dc.identifier.spage	713	en
dc.identifier.epage	724	en