Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
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
Li Yi, Zhao Wen, Yan Yunqi. METHOD OF CONTINUAL ANALYSIS FOR SYSTEM RELIABILITY[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(10): 26-28,39. doi: 10.13204/j.gyjz200510009
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
1.
1. Key Laboratory of Concrete and Prestressed Concrete Structure,Ministry of Education,Southeast University,Nanjing 210096,China;
2.
2. Central Research Institute of Building and Construction of MCC Group,Beijing 100088,China
Received Date: 2009-05-11Publish Date:
2009-11-20
Abstract
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.
References
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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.
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[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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