EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS

Wang Xiufen; Wang Tiecheng

doi:10.13204/j.gyjz201005005

Volume 40 Issue 5

Dec. 2014

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Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005

Citation:

Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005

Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005

Citation:

Wang Xiufen, Wang Tiecheng. EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(5): 28-32. doi: 10.13204/j.gyjz201005005

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EXPERIMENTAL STUDY ON THE SEISMIC PERFORMANCE OF RC FRAMES WITH SPECIAL-SHAPED COLUMNS

doi: 10.13204/j.gyjz201005005

1.
Department of Civil Engineering,Tianjin University,Tianjin 300072,China

Received Date: 2009-05-22
Publish Date: 2010-05-20

Abstract

Abstract

Based on practical project,a pseudo-static test was conducted on a 6-story RC frame model with special-shaped columns,which is 1/3 in size of the prototype under 8 degree seismic intensity. The anti-seismic property is appraised comprehensively by analyzing the hysteretic behavior,ductility,plastic hinges of beams and columns,strength and rigidity deterioration regression. The results show that RC frame with special-shaped columns has good anti-seismic property. Finite element analysis of the RC frame was conducted. The analytic result agreed well with the test result. Hence the FE model was reasonable,which could be used for the research on the RC frame structure with special-shaped columns.
- frame with special-shaped columns,
- pseudo-static test,
- anti-seismic capacity,
- FE analysis

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References(5)

References

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JGJ 1492006 混凝土异形柱结构技术规程[S].

[3] 邱法维,钱稼茹,陈志鹏. 结构抗震试验方法[M]. 北京:科学出版社,2000:6-13.

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