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Volume 41 Issue 5
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2011  >  41(5): 120-125
Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027
Citation: Li Liming, Li Ning, Cai Yuchun. EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(5): 120-125. doi: 10.13204/j.gyjz201105027
shu

EXPERIMENTAL STUDY ON OUTER-SHELL CONNECTION AND ITS SIMPLIFIED DESIGN

doi: 10.13204/j.gyjz201105027
  • 1.

    1. Beijing SBS Architectural Design Co.Ltd.,Beijing 100037,China;

  • 2.

    2. Beijing Institute of Architectural Design,Beijing 100045,China

  • Received Date: 2010-09-20
  • Publish Date: 2011-05-20
    Abstract
  • In order to study the anti-seismic performance of out-shell connection(OSC) between cold-formed square tubular column and H-shaped steel beam, a quasi-static experiment under low-frequency cyclic load of cross-shaped specimens was designed and carried out, and main data acquired from the experiment was analyzed.With the software ANSYS, the finite element model of outer-shell connection(OSC) was built and its results were compared with test data.The comparsion shows that they fit well with test data.Based on the finite element model and yield-line theory, simplified design method of the rib stiffener and out shell was put forward.
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    • References(14)
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