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  • 标题:Influence of Imperfections on Behaviour of Thin-walled Steel-concreteComposite Columns
  • 本地全文:下载
  • 作者:Deividas MARTINAVIČIUS ; Mindaugas AUGONIS
  • 期刊名称:Mechanika
  • 印刷版ISSN:1392-1207
  • 出版年度:2020
  • 卷号:27
  • 期号:1
  • 页码:5-11
  • DOI:10.5755/j02.mech.25935
  • 语种:English
  • 出版社:Kauno Technologijos Universitetas
  • 摘要:Closed section steel-concrete structures are becoming increasingly popular in the construction industry as thistype of structures possess various advantages compared toconventional structures. Composite structures usually havesmaller cross-sections than the reinforced concrete structures and thus are more aesthetic. Smaller cross-sectionsalso mean that additional space inside of the building issaved. Furthermore, steel-concrete structures have a higherfire resistance and stiffness than the regular steel structures.Steel profiles also serve a role of a formwork for the concrete. Thus, a relatively fast construction of the steel-concrete structures is ensured.
  • 关键词:thin-walled steel section;steel-concrete composite column;geometrical imperfections;residual stresses
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