EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM

Zhao Caiqi; Ma Jun; Ma Hongtao

doi:10.13204/j.gyjz200905025

Volume 39 Issue 5

Dec. 2014

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Zhao Caiqi, Ma Jun, Ma Hongtao. EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 115-117. doi: 10.13204/j.gyjz200905025

Citation:

Zhao Caiqi, Ma Jun, Ma Hongtao. EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 115-117. doi: 10.13204/j.gyjz200905025

Zhao Caiqi, Ma Jun, Ma Hongtao. EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 115-117. doi: 10.13204/j.gyjz200905025

Citation:

Zhao Caiqi, Ma Jun, Ma Hongtao. EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 115-117. doi: 10.13204/j.gyjz200905025

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EXPERIMENTAL RESEARCH ON CAST-STEEL JOINTS AT BOTTOM

doi: 10.13204/j.gyjz200905025

1.
Key Laboratory of C&PC Structures,Ministry of Education,Southeast University,Nanjing 210096,China

Received Date: 2008-12-15
Publish Date: 2009-05-20

Abstract

Abstract

A Cast-steel joint has a strong adaptability,which has been widely used for many large span-space structures,but there is not a unified national design criterion in China.In this case,model test is necessary to the typical complex joints.This paper has made the experimental research on the main joints for the Center of Exhibition and Sport in Nantong,Whose result is also compared with the result of Nonlinear FE analysis.It is proved that the analytic theory used for the project design agrees basically with the actual working condition of the cast-steel joints,and the joints have enough safety reserve.
- cast-steel joints,
- model test,
- bifurcated column,
- nonlinear analysis

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References(8)

References

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