Wind-Induced Responses Study and Wind-Resistant Design of Super-Long-Span Cable-Membrane Roof Structure of Shenzhen Baoan Stadium

Wen Bo Sun; Qing Xiang Li; Han Xiang Chen; Wei Jian Zhou

doi:10.4028/www.scientific.net/AMM.71-78.666

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Wind-Induced Responses Study and Wind-Resistant...

Wind-Induced Responses Study and Wind-Resistant Design of Super-Long-Span Cable-Membrane Roof Structure of Shenzhen Baoan Stadium

Abstract:

In this paper, the system and the design philosophy of wheel-spoke cable-membrane structure of Baoan Stadium is introduced firstly. And then the study of wind tunnel test on 1:250 scale model is mainly presented, together with the numerical calculation of the wind dynamic response. Finally, the wind-resistant design of the roof structure based on the results of wind tunnel test and the foreign design codes is generally introduced.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

666-672

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.666

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Online since:

July 2011

Authors:

Wen Bo Sun, Qing Xiang Li, Han Xiang Chen, Wei Jian Zhou

Keywords:

Wheel Spoke Cable-Membrane Structure, Wind Dynamic Response, Wind Tunnel Test

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References

[1] Technical specification for membrane structures (CECS 158: 2004).

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[2] Sun Wenbo, Tensegrity construction simulation of cable-membrane roofstructure of new stadium in Foshan Sports Center, Spatial Structures, 2005(02). (in Chinese).

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[3] Sun Wenbo and Yang Shuyong, Design and Analysis of Cable-membrane Roof Structure in New Stadium of Foshan Sports Center, Buliding Structure, 2007(02) . (in Chinese).

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