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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Article Navigation > INDUSTRIAL CONSTRUCTION > 2007 > 37(1): 8-11,46

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

Citation:

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

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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

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.

张爱林. 2008年奥运羽毛球馆预应力钢结构体系优化设计方案研究[N].中国建设报,2006.

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.

张爱林,陆赐麟. 我国预应力钢结构技术规程编制及有关研究问题[J].钢结构,2005,(01).

陈志华. 弦支穹顶结构体系及其结构特性分析[J].建筑结构,2004,(05):38-41.

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.

GB 50017-2003.钢结构设计规范[S].

JGJ 61-2003.网壳结构技术规程[S].

GB 50205-2001.钢结构工程施工质量验收规范[S].

CECS 21-2006.预应力钢结构技术规程[S].

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