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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

A NEW SPATIAL STRUCTURES:CABLE SUPPORTED ARCH-DOME STRUCTURES

doi: 10.13204/j.gyjz201008003
  • Received Date: 2010-03-10
  • Publish Date: 2010-08-20
  • 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.
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