Aerodynamic Shape Optimization of Shenzhen Kingkey Financial Tower

Bi Qing Shi; Zhuang Ning Xie; Zhen Hua Ni

doi:10.4028/www.scientific.net/AMM.71-78.4005

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 71-78Aerodynamic Shape Optimization of Shenzhen Kingkey...

Aerodynamic Shape Optimization of Shenzhen Kingkey Financial Tower

Abstract:

A study of approach aerodynamic shape optimization of a high-rise building, Shenzhen Kingkey financial tower, was performed in a boundary layer wind tunnel at Shantou University. Building shape has significant effects on the wind load forcing on the structure. The peak overturning moments about x-axis and the peak accelerations at the top of building are presented in this paper. Compared with the experimental results, one case is considered as the optimal case for structural design.

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Periodical:

Applied Mechanics and Materials (Volumes 71-78)

Pages:

4005-4008

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.71-78.4005

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Online since:

July 2011

Authors:

Bi Qing Shi, Zhuang Ning Xie, Zhen Hua Ni

Keywords:

Aerodynamic Shape Optimization, Hffb Wind Tunnel Testing, High-Rise Building, Wind Induced Response

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References

[1] Hayashida H, Iwasa Y. Aerodynamic shape effects of tall building for vortex induced vibration [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990, 33(12): 237-242.

DOI: 10.1016/0167-6105(90)90039-f

Google Scholar

[2] Isyumov N, Fediw A A, Colaco J, Banavalkar P V. Performance of at all building under wind action [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1992, 41-44(13): 1053-1064.

DOI: 10.1016/0167-6105(92)90112-n

Google Scholar

[3] Miyashita K, Katagiri J. Wind induced response of high-rise buildings: Effects of corner cuts or openings in square buildings [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1993, 50: 319-328.

DOI: 10.1016/0167-6105(93)90087-5

Google Scholar

[4] Irwin P A. Wind engineering challenges of the new generations of super tall buildings [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2009, 97(78): 328-334.

DOI: 10.1016/j.jweia.2009.05.001

Google Scholar

[5] Ministry of Construction P.R. China, Load code for the design of building structures, GB50009-2001, China Architecture & Building Press, Beijing, (2006)[S].

Google Scholar

[6] XIE Zhuangning, FANG Xiaodan, NI Zhenhua, SHI Biqing. Study on wind effects of Guangzhou West Tower [J]. Journal of Building Structures, 2009, 30(1): 107-114. (in Chinese).

Google Scholar

[7] XIE Zhuangning, SHI Biqing, NI Zhenhua, Alex To. Experimental study on reduction of wind loads on the Shenzhen Kingkey Financial Tower by aerodynamic strategy [J]. Journal of Building Structures, 2010, 31(10): 1-7. (in Chinese).

Google Scholar