Design and Analysis of Section-III Cable Net Curtain Wall of Hefei Xinqiao International Airport Terminal

Da Yi Ding; Chang Shu; Yang Gao; Yuan Qing Wang; Da Peng Pei; Yan Tang

doi:10.4028/www.scientific.net/AMM.71-78.903

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Design and Analysis of Section-III Cable Net...

Design and Analysis of Section-III Cable Net Curtain Wall of Hefei Xinqiao International Airport Terminal

Abstract:

Section-Ⅲ landside curtain wall of Hefei Xinqiao International Airport terminal adopted single layer cable net curtain wall, while others adopted stick-system curtain wall structure. In this paper, the section-Ⅲ overall structure model of Hefei Xinqiao International Airport terminal was established by using the finite element method (FEM) software ANSYS. The load bearing capacity and deformability of landside curtain wall under load cases with seismic loads and wind loads were analyzed. Also the cable net curtain wall’s effect on the main structure was discussed. The results showed that the displacements of curtain wall and the internal forces of cables met the requirements, and the cable net curtain wall had little effect on the main steel structure.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

903-909

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.903

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Online since:

July 2011

Authors:

Da Yi Ding, Chang Shu, Yang Gao, Yuan Qing Wang, Da Peng Pei, Yan Tang

Keywords:

Cable Net Curtain Wall, Seismic Load, Static Analyses, Wind Load

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References

[1] Y.Q. Wang, W. Yang, et al.: Engineering Mechanics, Vol. 19 (2002), p.63–66, in Chinese.

Google Scholar

[2] R.Q. Feng: Study on cable structure of point supported glazing and design software development, Master thesis, Harbin Institute of Technology, Harbin, China (2002), in Chinese.

Google Scholar

[3] B. Jan and A. Rudolf: Proceedings of International Symposium on Theory, Design and Realization of Shell and Spatial Structures, Nagoya Japan (2001).

Google Scholar

[4] S.Z. Shen, C.B. Xu and C. Zhao: Design of cable structures, China Architecture & Building Press, Beijing, China (1997), in Chinese.

Google Scholar

[5] Y. Wu, H. Guo, et al.: Journal of Building Structure. Vol. 23 (2002), p.49–55, in Chinese.

Google Scholar

[6] GB 50009-2001. Load code for the design of building structures. Beijing: China Planning Press, 2007, in Chinese.

Google Scholar

[7] JGJ 102-2003. Technical code for glass curtain wall engineering. Beijing: China Planning Press, 2007, in Chinese.

Google Scholar