Comparison of Stability and Deformation Performance of Cable-Braced Grid Shell with Different Section Forms of Steel Tube

Zhi Ying Zhang; Xun Zhao; Hong Yang Wei

doi:10.4028/www.scientific.net/AMM.744-746.25

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 744-746Comparison of Stability and Deformation...

Comparison of Stability and Deformation Performance of Cable-Braced Grid Shell with Different Section Forms of Steel Tube

Abstract:

Cable-braced grid shell is a hybrid structure combined rigid steel tube and flexible cable. The paper presents the variation law of stability and deformation performance of cable-braced grid shell with different section forms of steel tube, as section of cable, prestress of cable and span-to-height ratio vary. Economic and reasonable section form of steel tube is proposed as a reference for the practical engineering design.

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Periodical:

Applied Mechanics and Materials (Volumes 744-746)

Pages:

25-28

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.744-746.25

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Cite this paper

Online since:

March 2015

Authors:

Zhi Ying Zhang, Xun Zhao*, Hong Yang Wei

Keywords:

Cable-Braced Grid Shell, Deformation Performance, Section Forms, Stability

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* - Corresponding Author

References

[1] Annette Bogle. Light Structures [M]. China Architecture & Building Press, (2004).

Google Scholar

[2] Bulenda. Th, Knippers. J. Stability of grid shells[J]. Computers and Structures, 2001, 79: 1161-74.

DOI: 10.1016/s0045-7949(01)00011-6

Google Scholar

[3] LiXin, WuYue. Grid shell-a new type of space structures[J]. Space structures, 2007, 2: 17-21 (In Chinese).

Google Scholar

[4] JianguoCai, LemingGu, YixiangXu et al. Nonlinear stability analysis of hybrid grid shells [J]. International Journal of Structural Stability and Dynamics, 2013(13): 1-16.

Google Scholar

[5] Zhang Zhiying, Zhao Xun, Wei Hongyang. Stability analysis of circular steel tube cable-braced grid shells with initial imperfection [J]. Applied Mechanics and Materials, 2014: 695-699.

DOI: 10.4028/www.scientific.net/amm.501-504.695

Google Scholar