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dc.contributor.authorKıymaz, Güven
dc.date.accessioned2016-04-18T13:40:57Z
dc.date.available2016-04-18T13:40:57Z
dc.date.issued2005-06
dc.identifier.urihttp://hdl.handle.net/11413/963
dc.description.abstractThis 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.language.isoen_UStr_TR
dc.publisherELSEVIER SCI LTD, THE BOULEVARD, LANGFORD LANE, KIDLINGTON, OXFORD OX5 1GB, OXON, ENGLANDtr_TR
dc.relationTHIN-WALLED STRUCTUREStr_TR
dc.subjectthin-walled steel box columnstr_TR
dc.subjectinteraction column bucklingtr_TR
dc.subjectfinite element analysistr_TR
dc.subjectince duvarlı çelik kutu sütunlarıtr_TR
dc.subjectetkileşim kolonunda burkulmatr_TR
dc.subjectsonlu elemanlar analizitr_TR
dc.titleFE based mode interaction analysis of thin-walled steel box columns under axial compressiontr_TR
dc.typeArticletr_TR


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