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Volume 39 Issue 11
Dec.  2014
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Article Navigation >  INDUSTRIAL CONSTRUCTION  > 2009  >  39(11): 100-103
Han Jianqiang, Li Zhenbao, Song Xiaosheng. A NEW TYPE OF CONNECTION FOR ASSEMBLING CONCRETE FRAME:STUDY ON PRESTRESSED ASSEMBLING FRAME STRUCTURES CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 100-103. doi: 10.13204/j.gyjz200911023
Citation: Han Jianqiang, Li Zhenbao, Song Xiaosheng. A NEW TYPE OF CONNECTION FOR ASSEMBLING CONCRETE FRAME:STUDY ON PRESTRESSED ASSEMBLING FRAME STRUCTURES CONSTRUCTION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 100-103. doi: 10.13204/j.gyjz200911023
shu

A NEW TYPE OF CONNECTION FOR ASSEMBLING CONCRETE FRAME:STUDY ON PRESTRESSED ASSEMBLING FRAME STRUCTURES CONSTRUCTION

doi: 10.13204/j.gyjz200911023
  • 1.

    1. Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China;

  • 2.

    2. Hebei Polytechnic University,Tangshan 063009,China

  • Received Date: 2008-12-12
  • Publish Date: 2009-11-20
    Abstract
  • Based on the research on the joints and whole frame seismic performances of precast comcrete structures both at home and abroad,and combined with the test and analyses of new type of connection of concrete frame structuresprestressed assembling frame,then it is proposed that the developing trend and study direction of actual projects of precast concrete structures in future
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    • References(11)
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    [7] 刘炳康,张瑜中,晋哲锋,等.预压装配式预应力混凝土框架接合部抗震性能试验研究[J].建筑结构学报,2005,6(2):60-65.
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    [9] 董挺峰,李振宝.无粘结预应力装配式框架内节点抗震性能研究[J].北京工业大学学报,2006,32(2):144-148.
    [10] 李振宝,董挺峰.混合连接装配式框架内节点抗震性能研究[J].北京工业大学学报,2006,32(10):895-900.
    [11] 王冬雁,李振宝.无粘结预应力装配结构加固试验研究[J].工程抗震与加固改造,2007,29(6):78-81.
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