Journal of Guangdong University of Technology ›› 2009, Vol. 26 ›› Issue (3): 24-30.

• Comprehensive Studies • Previous Articles     Next Articles

Research on the Curves Versus Moment Hysteretic Behavior of Thin-walled Cold-formed Steel Beams

  

  1. Department of Civil Engineering and Architecture,Putian University,Putian 351000,China
  • Online:2009-10-02 Published:2009-10-02

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Abstract: Eight thin-walled cold-formed steel beams were in cyclically increased loading conditions during the experiment.It investigated the failure shape,and analysed moment versus curvature hysteretic curves.By the analyses,some important parameters of earthquake resistant capability can be reviewed,such as hysteretic behavior,ductility and energy dissipation.They are listed as follows:The Cold-formed thin-walled steel beams exhibits stable hysteresis behavior up to local buckling,and then shows consid...

Key words: hysteretic behavior ductility； moment versus curvature hysteretic curves； cold-formed thin-walled steel beams； cyclically increased load；

[1] 叶志明,初晓婷.  薄壁结构的发展趋势——第四届国际薄壁结构学术会议简介[J]. 钢结构. 2004(06)

[2] 周贵禄,李文农,郑世建,边华川,尹人洁.  方矩形钢管的应用前景与生产技术[J]. 钢管. 2004(01)

[3] (美)于炜文著,董军,夏冰青译.冷成型钢结构设计[M]. 知识产权出版社, 2003

[4] Methods for Tensile Testing of Metals Standards Australia. AS 1391 . 1991

[5] Standard Test Methods for Tension Testing of Metallic Materials. ASTM E8-2002
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