FORCED PERFORMANCES STUDY ON TOTAL-PRECAST CONCRETE FRAME COLUMN WITH ALVEOUS-CONNECTION

Wang Mei; Liang Shuting; Li Keming; Zhu Xiaojun; Pang Rui

doi:10.13204/j.gyjz201002016

Volume 40 Issue 2

Dec. 2014

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Wang Mei, Liang Shuting, Li Keming, Zhu Xiaojun, Pang Rui. FORCED PERFORMANCES STUDY ON TOTAL-PRECAST CONCRETE FRAME COLUMN WITH ALVEOUS-CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 69-73. doi: 10.13204/j.gyjz201002016

Citation:

Wang Mei, Liang Shuting, Li Keming, Zhu Xiaojun, Pang Rui. FORCED PERFORMANCES STUDY ON TOTAL-PRECAST CONCRETE FRAME COLUMN WITH ALVEOUS-CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 69-73. doi: 10.13204/j.gyjz201002016

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FORCED PERFORMANCES STUDY ON TOTAL-PRECAST CONCRETE FRAME COLUMN WITH ALVEOUS-CONNECTION

doi: 10.13204/j.gyjz201002016

1.
1. Civil Defense Engineering Design Institute,Engineering Institute of Engineering Corps,Nanjing 210007,China;
2.
2. College of Civil Engineering,Southeast University,Nanjing 210096,China

Received Date: 2009-04-07
Publish Date: 2010-02-20

Abstract

Abstract

The forced performances of total-precast concrete frame columns with alveous-connection were investigated under low reverse cyclic loading.The results showed that the forced performances of a total-precast concrete frame column with alveous-connection was equal to the cast-in-suit one.It was concluded that the load transfer path of total-precast concrete frame column with alveous-connection is definite,it could be applied in practice.
- forced performances,
- alveous-connection,
- total-precast

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References(9)

References

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