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Volume 39 Issue 11
Dec.  2014
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Article Contents
Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020
Citation: Zeng Bin, LüZhitao, Zhu Yifeng. APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(11): 86-89. doi: 10.13204/j.gyjz200911020

APPLICATION OF THE MAST FULL HINGED SUSPENSION STRUCTURE IN JILIN SPEED SKATING RINK

doi: 10.13204/j.gyjz200911020
  • Received Date: 2009-05-11
  • Publish Date: 2009-11-20
  • Through the application of the cable-steel roof of Jilin Speed Skating Rink,the construction characteristics of the mast full hinged suspension structure were summarized;full simulative construction analysis process in which error factors of the steel structure and cable making and erection were taken into account fully was discussed;the conception and method carried out on prestressed spatial structure that prestress should be applied compositely was put forward.
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    [2] 董石麟.新型空间结构分析、设计和施工[M].北京:人民交通出版社,2006.
    [3] 陆赐麟.现代预应力钢结构[M].北京:人民交通出版社,2007.
    [4] CECS 212:2006预应力钢结构技术规程[S].
    [5] 孙丹丹,丁洁民,何志军.张弦网壳结构的静力分析与施工过程优化分析[J].工业建筑,2008,38(6):86-91.
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