Wind Load Analysis of Large Temporary Stand with Variable Upwind Structure

Lin He; Xiao Xu Zou; Da Bo Xin

doi:10.4028/www.scientific.net/AMM.578-579.606

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 578-579Wind Load Analysis of Large Temporary Stand with...

Wind Load Analysis of Large Temporary Stand with Variable Upwind Structure

Abstract:

Shadowed by temporary exhibition cloth and other non-structural enclosure structures, the wind loading area of temporary stand increase dramatically, thus, temporary stand is easily to be overturned by a wild storm. The surface wind pressure of temporary stand accompanied with cover is presented in this paper by CFD numerical method. The method to identify the wind load on the surface of space truss temporary stand is also proposed with the identified pressure coefficient. The method proposed in this paper is of great use to improve the security of space truss temporary stand.

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Periodical:

Applied Mechanics and Materials (Volumes 578-579)

Pages:

606-614

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.578-579.606

Citation:

Cite this paper

Online since:

July 2014

Authors:

Lin He, Xiao Xu Zou*, Da Bo Xin

Keywords:

Average Wind Load, Numerical Simulation, Pressure Coefficient, Space Truss Temporary Stand, Variable-Cover of Plane

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* - Corresponding Author

References

[1] Information on http: /www. chinanews. com/news/2004/2004-09-13/26/483447. shtml. (2004).

Google Scholar

[2] Information on http: /sh. sina. com. cn/news/2007-08-05/084581892. html. (2007).

Google Scholar

[3] William B. Gorlin. Wind loads for temporary structures: making the case for industrywide standards[J]. Journal of architectural engineering, ASCE. (2009) , 15: 35-36.

DOI: 10.1061/(asce)1076-0431(2009)15:2(35)

Google Scholar

[4] Jamshid Mohammadi, Amir Zamani Heydan. Seismic and wind load considerations for temporary structures[J]. Practice periodical on structural design and construction, ASCE. (2008), 13: 128-134.

DOI: 10.1061/(asce)1084-0680(2008)13:3(128)

Google Scholar

[5] ZHU Chuanhai, GU Ming. Present state and perspectives of wind resistance studies on grandstand cantilevered roof s of large stadiums. Spatial structure, (2005), 6, 11（2）：27-33.

Google Scholar

[6] HE Lin, ZOU Xiaoxu. Analyze of large space truss temporary stand surface wind pressure based on CFD numerical simulation. [C]. China Congress of Theoretical and Applied Mechanics (CCTAM2013). Xian: The Chinese Society of Theoretical and Applied Mechanics, (2013).

Google Scholar

[7] HUANG Bencai, WANG Congjun. Principle and application of wind resisitance design for structure, edited by Tongji university press, Vol. 9 (2008), pp.139-144, in press.

Google Scholar

[8] SUN Ying. Characteristics of wind loading on long-span roofs. [PhD Thesis]. Harbin: Harbin Institute of Technology. (2007).

Google Scholar

[9] GB50009-2012. Load code for the design of building structures[S]. Beijing: China architecture＆{TTP}-250 building press(2012), in press.

Google Scholar