THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING

Zhu Yifeng; Wu Xiangdong; Zeng Bin; Li Ce

doi:10.13204/j.gyjz201107022

Volume 41 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(7): 96-100

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

Citation:

Zhu Yifeng, Wu Xiangdong, Zeng Bin, Li Ce. THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022

Tao Zhong, Yu Qing. SUMMARY OF-STATE-OF-THE ART OF FRP-CONFINED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(9): 1-4,37. doi: 10.13204/j.gyjz200509001

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THE DESIGN AND ANALYSIS OF ONE SINGLE LAYER CYLINDRICAL LATTICE SHELL OF HUANENG BUILDING

doi: 10.13204/j.gyjz201107022

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 &Construction Co.Ltd,MCC,Beijing 100088,China

Received Date: 2010-12-20
Publish Date: 2011-07-20

Abstract

Abstract

By an example of analyse and design of one single layer cylindrical lattice shell with low rise-span ratio,mechanical characteristic of the shell was analyzed;the effect of support stiffness on the shell was discussed;the method of structure of shell joint and design of shell were introduced;especially the global stability was studied.It was concluded that single layer cylindrical lattice shell with low rise-span ratio was sensitive to stiffness of support and initial geometrical imperfections;and if plastic is considered,the critical load of the shell will be reduced greatly by contrast with elastic critical load;stiffness of support has different effect on the shell in different load cases.
- rise-span ratio,
- cylindrical lattice shell,
- stability,
- support stiffness

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References(3)

References

唐敢.板片空间结构缺陷稳定分析及试验研究[D].南京;东南大学,2005.

[2] 林同炎,思多台斯伯利 SD.结构概念和体系[M].北京;中国建筑工业出版社,1985.

[3] JGJ 612003网壳结构技术规程[S]

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