华能大厦单层柱面网壳的设计及分析

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华能大厦单层柱面网壳的设计及分析

朱奕锋, 吴向东, 曾滨, 李策

文章导航 > 工业建筑 > 2011 > 41(7): 96-100

朱奕锋, 吴向东, 曾滨, 李策. 华能大厦单层柱面网壳的设计及分析[J]. 工业建筑, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022

引用本文:

朱奕锋, 吴向东, 曾滨, 李策. 华能大厦单层柱面网壳的设计及分析[J]. 工业建筑, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022

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

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

朱奕锋, 吴向东, 曾滨, 李策. 华能大厦单层柱面网壳的设计及分析[J]. 工业建筑, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022

引用本文:

朱奕锋, 吴向东, 曾滨, 李策. 华能大厦单层柱面网壳的设计及分析[J]. 工业建筑, 2011, 41(7): 96-100. doi: 10.13204/j.gyjz201107022

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

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

华能大厦单层柱面网壳的设计及分析

doi: 10.13204/j.gyjz201107022

朱奕锋^1,2,
吴向东²,
曾滨^1,2,
李策²

1.
1. 东南大学混凝土及预应力混凝土结构教育部重点实验室,南京210096;
2.
2. 中冶建筑研究总院有限公司,北京100088

作者简介:
朱奕锋, 男, 1976年出生, 博士研究生, 高级工程师. E－mail:zhuyf2003@vip.sina.com

中图分类号: TU399
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- 文章访问数: 65
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- PDF下载量: 53
- 被引次数: 0
出版历程
- 收稿日期: 2010-12-20
- 刊出日期: 2011-07-20

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

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

摘要: 以某低矢跨比的单层柱面网壳分析与设计为例,分析该网壳在各种荷载作用下的受力特点;讨论网壳支承刚度对网壳的受力影响;介绍网壳的设计和节点构造方法;并着重研究网壳的整体稳定性。得出:低矢跨比单层柱面网壳的整体稳定对支承刚度和初始几何缺陷较敏感;考虑塑性影响后,低矢跨比柱面网壳的稳定承载力相对弹性稳定承载力有大幅度降低;不同的荷载作用下,支承刚度对网壳的受力影响不同。
- 矢跨比 /
- 柱面网壳 /
- 稳定 /
- 支承刚度
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

参考文献(3)

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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