A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES

Liu Hongbo; Chen Zhihua; Zhou Ting

doi:10.13204/j.gyjz201008003

Volume 40 Issue 8

Dec. 2014

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Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003

Citation:

Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003

Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003

Citation:

Liu Hongbo, Chen Zhihua, Zhou Ting. A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(8): 10-12. doi: 10.13204/j.gyjz201008003

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A NEW SPATIAL STRUCTURES：CABLE SUPPORTED ARCH-DOME STRUCTURES

doi: 10.13204/j.gyjz201008003

1.
School of Civil Engineering,Tianjin University,Tianjin 300072,China

Received Date: 2010-03-10
Publish Date: 2010-08-20

Abstract

Abstract

Based on summarizing the mechanical characteristics of arch-supported reticulated shell structures,the concept of tensigrity system is introduced into the arch-supported reticulated shell,which as solved the problems of large reaction of the support in an arch-supported reticulated shell,as well as the difficulty in the design of a bearing structure. It is also analyzed the static behavior and stability of a cable supported arch-dome structure combined with an actual project. The introduction of tensigrity can decrease greatly the support reaction of the arch-supported reticulated shell structure and also inpove its stability. The basic dynamic characteristics of the two types of structures are compared,with which stiffness and natural frequency of vibration are got.
- arch-supported reticulated shell structures,
- tensigrity systems,
- cable supported arch-dome structures,
- static behavior,
- stability behavior,
- dynamic behavior

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References(8)

References

[2] Li Yuanqi， Shen Zuyan. Arch-Supported Reticulated Shell Structures and Their Static Mechanical Behavior[J]. International Journal of Space Structures，2001，17(4) :263-269.

沈祖炎，李元齐. 新型大跨度空间结构形式拱支网壳结构体系[J]. 空间结构，1996，2(4) :5-9.

[3] 沈祖炎，李元齐. 拱支网壳结构的力学性能分析[J]. 同济大学学报，2001，29(2) :127-133.

[4] 李元齐，沈祖炎. 拱支网壳结构的试验研究[J]. 土木工程学报，2000，33(6) :25-32.

[5] Masao Saitoh，Kurasiro Tosiya. A Study on Structural Behaviors of Beam String Structure[C ]∥ Summaries of Technical Papers of Annual Meeting Architectural Institute of Japan. Tokyo: 1985:280-284.

[6] Mamoru Kawaguchi，Masaru Abe，Tatsuo Hatato，et al. On a Structural SystemSuspen-DomeSystem[C]/ /Proc. of IASS Symposium. Istanbul: 1993: 523-530.

[7] 陈志华，闫翔宇，乔文涛，等. 弦支筒壳结构体系: 中国，2008100537228[P]. 2008.

[8] 陈志华，乔文涛. 弦支混凝土集成楼盖结构及其施工方法: 中国，2008100534380[P]. 2008.

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