FE based mode interaction analysis of thin-walled steel box columns under axial compression

Publication:
FE based mode interaction analysis of thin-walled steel box columns under axial compression

dc.contributor.author	Kıymaz, Güven
dc.date.accessioned	2016-04-18T13:40:57Z
dc.date.available	2016-04-18T13:40:57Z
dc.date.issued	2005-06
dc.description.abstract	This paper presents the Finite Element (FE) analysis based mode interaction analysis of thin-walled steel box columns under axial compression. Earlier theoretical results on the optimum design of axially compressed box columns were validated through FE analysis. The study was then extended to cover factors that were previously omitted. These factors included column out-of-straightness, residual stresses and plasticity. Emphasis was given on imperfection sensitivity and its effect on optimum design. (C) 2005 Elsevier Ltd. All rights reserved.	tr_TR
dc.identifier.scopus	2-s2.0-18144406541
dc.identifier.uri	http://hdl.handle.net/11413/963
dc.identifier.wos	229549300004
dc.language.iso	en
dc.publisher	ELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLAND
dc.relation	THIN-WALLED STRUCTURES	tr_TR
dc.subject	thin-walled steel box columns	tr_TR
dc.subject	interaction column buckling	tr_TR
dc.subject	finite element analysis	tr_TR
dc.subject	ince duvarlı çelik kutu sütunları	tr_TR
dc.subject	etkileşim kolonunda burkulma	tr_TR
dc.subject	sonlu elemanlar analizi	tr_TR
dc.title	FE based mode interaction analysis of thin-walled steel box columns under axial compression	tr_TR
dc.type	Article
dspace.entity.type	Publication
local.indexed.at	WOS
local.indexed.at	Scopus