EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF A NEW CONNECTION NODE WITH STEEL PLATE HOOP AND BOLT TENDONS

Li Qingning; Zheng Xianchao; Xu Mingtang; Jiang Weishan; Pan Shubin

doi:10.13204/j.gyjz201309011

Volume 43 Issue 9

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2013 > 43(9): 59-64,87

Li Qingning, Zheng Xianchao, Xu Mingtang, Jiang Weishan, Pan Shubin. EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF A NEW CONNECTION NODE WITH STEEL PLATE HOOP AND BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 59-64,87. doi: 10.13204/j.gyjz201309011

Citation:

Li Qingning, Zheng Xianchao, Xu Mingtang, Jiang Weishan, Pan Shubin. EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF A NEW CONNECTION NODE WITH STEEL PLATE HOOP AND BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 59-64,87. doi: 10.13204/j.gyjz201309011

Citation:

Li Qingning, Zheng Xianchao, Xu Mingtang, Jiang Weishan, Pan Shubin. EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF A NEW CONNECTION NODE WITH STEEL PLATE HOOP AND BOLT TENDONS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(9): 59-64,87. doi: 10.13204/j.gyjz201309011

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EXPERIMENTAL RESEARCH AND THEORETICAL ANALYSIS OF A NEW CONNECTION NODE WITH STEEL PLATE HOOP AND BOLT TENDONS

doi: 10.13204/j.gyjz201309011

1.
1. School of Civil Engineering,Xi’an University of Architecture and Technology,Xi’an 710055,China;
2.
2. School of Civil Engineering,Anyang Engineering College,Anyang 455000,China;
3.
3. Hebei Hechuang Building Technology Material Co． LTD,Gaobeidian 074000,China

Received Date: 2012-10-16
Publish Date: 2013-09-20

Abstract

Abstract

In the paper，the connection with steel plate hoop and bolt tendon between the prefabricated concretemembers was put forward． The 1 ∶ 2 scale test models were made for the low cycle-way repeated loading test toresearch the mechanism and failure modes，and work performance of prefabricated components． The contrast of thetest results with the cast-in-situ components validated that the prefabricated component with the new connection hasthe same bending performance and seismic capacity of the cast-in-place components，and the new connection can beused in assembly connection of the beam and column．
- steel plate hoop,
- bolt tendons,
- prefabricated,
- low cycle-way repeated loading