STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES

Zhang Ailin; Liu Xuechun; Ge Jiaqi; Zhang Baoqin; Zhang Xiaofeng

doi:10.13204/j.gyjz200701003

Volume 37 Issue 1

Dec. 2014

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Luo Bin. CONSTRUCTION METHOD FOR XIEJIADONG KARST CAVE INSIDE TUNNEL IN GUANGXI[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 129-133. doi: 10.13204/j.gyjz201403027

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Zhang Ailin, Liu Xuechun, Ge Jiaqi, Zhang Baoqin, Zhang Xiaofeng. STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(1): 8-11,46. doi: 10.13204/j.gyjz200701003

Luo Bin. CONSTRUCTION METHOD FOR XIEJIADONG KARST CAVE INSIDE TUNNEL IN GUANGXI[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 129-133. doi: 10.13204/j.gyjz201403027

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STABILITY ANALYSIS OF SUSPEND-DOME OF BADMINTON GYMNASIUM FOR 2008 OLYMPIC GAMES

doi: 10.13204/j.gyjz200701003

1.
1 Beijing University of Technology Beijing 100022;
2.
2 China Aeronautical Project and Design Institute Beijing 100011

Received Date: 2006-09-10
Publish Date: 2007-01-20

Abstract

Abstract

The suspend-dome with span of 98m,rise of 9.3m and rise-span ratio 1/10 is adopted in Badminton Gym for 2008 Olympic Games.Analyses including force,displacement,eigenvalue buckling and nonlinear buckling to suspend-dome and single layer shell are conducted separately,the proof of selecting suspend-dome is provided.Programs with the axis force and joint displacement of upper dome as object function are developed respectively,the effective method of prestress level is researched.The influence of initial geometrical defect on the integral stability is studied and the method of applying initial geometrical defect is developed.
- Olympic Badminton Gym,
- suspend-dome,
- integral stability,
- initial geometrical defect

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References(12)

References

Mamorn Kawaguchi,Masarn Abe,Ikuo Tatemichi. Design,Test and Realization of Suspend-Dome System[J].Journal of the International Association for Shell and Spatial Structures,1999,(131):179-192.

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张超. 让奥运羽毛球馆刚柔并济[N].科技日报,2006.

张爱林,任维杰. 基于安全度约束的多次预应力钢结构优化设计[J].土木工程学报,2005,(08):26-30.

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崔晓强,郭彦林. Kiewitt型弦支穹顶结构的弹性极限承载力研究[J].建筑结构学报,2003,(01):74-79.

张名山,董石麟,张志宏. 弦支穹顶初始预应力分布的确定及稳定性分析[J].空间结构,2004,(02):8-12.

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