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
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
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: 2009-05-11
Publish 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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