THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM

Zhang Xiaoguang; Chao Si; Huang Tao Shao; Xiaojian

doi:10.13204/j.gyjz201203025

Volume 42 Issue 3

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2012 > 42(3): 117-122,167

Zhang Xiaoguang, Chao Si, Huang Tao Shao, Xiaojian. THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 117-122,167. doi: 10.13204/j.gyjz201203025

Citation:

Zhang Xiaoguang, Chao Si, Huang Tao Shao, Xiaojian. THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 117-122,167. doi: 10.13204/j.gyjz201203025

Zhang Xiaoguang, Chao Si, Huang Tao Shao, Xiaojian. THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 117-122,167. doi: 10.13204/j.gyjz201203025

Citation:

Zhang Xiaoguang, Chao Si, Huang Tao Shao, Xiaojian. THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(3): 117-122,167. doi: 10.13204/j.gyjz201203025

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THE STRUCTURAL DESIGN OF SHOUGUANG STADIUM

doi: 10.13204/j.gyjz201203025

1.
Architectural Design &Research Institute of Tongji University(Group) Co.Ltd,Shanghai 200092,China

Received Date: 2011-10-20
Publish Date: 2012-03-20

Abstract

Abstract

The Shouguang Stadium is a long-span cable-suspended space structure.The inner of roof is suspended by cable from the mast,and the outer of the roof is placed on the concrete column of the stands.The roof is a joint-and-girder space truss system.It was introduced the structure system,the load distribution,the design method of two key aspects(cable and sliding support),it was also compared the design controlling data to the monitoring data during construction.The results show that the preloading force of cable and the displacement of the sliding support.For the cable-suspended structure,the preloading force should be applied to avoid the inactivation of the cable under the wind loading.For long-span space structure,the seismic performance can be improved and the cost be saved by changing the restraint mode of the support and selecting the force-transferred path appropriated.
- long-span structure,
- steel structure,
- cable,
- sliding support

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References(5)

References

郭继武. 建筑抗震设计[M].北京:中国建筑工业出版社,2002.

湖南大学风工程试验研究中心. 寿光体育场风荷载试验研究报告[R].长沙:湖南大学,2008.

张晓光,黄涛,巢斯. 某体育场钢屋盖抗震性能分析[J].建筑钢结构进展,2009,(03):23-28.

张晓光,何诚,黄涛. 某体育场钢结构屋盖稳定及静力弹塑性性能分析[J].结构工程师,2009,(04):6-10.

上海宝冶建设有限公司. 寿光体育场现场施工监测报告[R].上海:上海宝冶建设有限公司,2009.

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