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Published on 20 May 2024
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Wei,S. (2024). Research on wind resistance principles and design of super high-rise buildings. Applied and Computational Engineering,62,7-14.
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Research on wind resistance principles and design of super high-rise buildings

Shuang Wei *,1,
  • 1 Kunming University of Science and Technology

* Author to whom correspondence should be addressed.

https://doi.org/10.54254/2755-2721/62/20240371

Abstract

Due to the high and flexible characteristics of super high-rise buildings, the structure is very sensitive to wind loads, and wind vibration effects and comfort are issues that cannot be ignored in the structural design of super high-rise buildings. The paper mainly introduces the problems in wind resistance design of super high-rise buildings. Including wind load values, wind vibration effects, and vibration control methods and applications. The result show that the wind induced vibration effect and comfort of the structure are often determined through wind tunnel tests. For super high-rise buildings with complex structural forms. There are two methods for controlling wind-induced vibration in high-rise buildings: Optimizing structural form through architectural methods; Take structural control measures. At the same time, with the cost of high-performance materials and engineering technologies, it is a challenge to find building materials and technologies that can meet wind resistance requirements while keeping costs in check. However, as computational technology continues to evolve, the wind-resistant design of tall buildings will benefit from more accurate wind-tunnel simulations and computational modelling, which will help to better predict and address wind-resistance challenges. Scientists and engineers will continue to research novel materials and structural designs to improve the wind resistance of tall buildings and reduce costs.

Keywords

Super High-Rise, Wind Resistant Design; Wind Vibration Effect, Vibration Control

[1]. Wei De, ZHU Fan. Pushover method for wind resistance analysis of high-rise building structures [J]. Industrial Building, 2009, 39 (8): 41-45.)

[2]. Guo X. Numerical simulation of wind load and wind vibration response of super high-rise building structure [D].Shijiazhuang TiedaoUniversity,2021.DOI:10.27334/d.cnki.gstdy. 2020.000380.

[3]. Beautiful Shanghai. https://www.meipian.cn/2f7l24ep.2023.

[4]. BurjKhalifa.https://you.ctrip.com/sight/unitedarademirates100099/63119-dianpingCategory5.h-tml.2023.

[5]. Davenport A.G. Gust loading factors [J]. Journal of the Structural Division. 1967: 11-34.

[6]. Davenport A.G. The application of statistical concepts to the wind loading of structures [J]. Ice Proceedings. 1961, 19(4):449-472.

[7]. Study on wind-induced vibration of high-rise buildings during construction period based on on-site measurement [D]. Chongqing: Chongqing University, 2014.

[8]. L Zhang, Z Xie, X Yu Method for Decoupling and Correction of Dynamical Signals in High-Frequency Force Balance TestsJ Struct Eng,144(12)(2018), p.04018216,10.1061/ (ASCE)ST.1943-541X.0002205)

[9]. Stefan Schmidt, Frank Thiele. Comparison of numerical methods applied to the flow over wallmounted cubes [J]. International Journal of Heat and Fluid Flow. 2002, (23): 330-339.

[10]. Wei L. Seismic calculation of asymmetrical buildings under horizontal earthquake [J] . Building Science .1990(1)

[11]. Lou Y. Vibration analysis of symmetrical multi-tower high-rise building on large chassis [J] . Structure. 2001(4)

[12]. He H et al. Torsional vibration effect of building structure under two-way seismic action [J].Journal of Shenyang Institute of Architecture and Engineering, 2002.18.4

[13]. Mao G. Research on wind vibration time history analysis method of high-rise building structure [D]. South China University of Technology,2011.

[14]. Xie J. Aerodynamic optimization in supertall building designs [C]//The 7th International Colloquium on Bluff Body Aerodynamics and Its Applications. Shanghai: [s.n.], 2012:104-111.

[15]. Taipei 101 Tower.https://www.meipian.cn/1y9zk9ou.2023.

[16]. Private Taiwan | Taiwanese who love to break records, what exactly do they record? .https://www.douban.com/note/523151809/?_i=3821617syybcxU.2023.

[17]. Davenport A G. The response of six building shapes to turbulent wind [J]. Philosophical Transactions of the Royal Society A Mathematical Physical and Engineering Sciences, 1971,269(1199):385-394.

[18]. Cooper K R, Nakayama M, Sasaki Y, et al. Unsteady aerodynamic force measurements on a super-tall building with a tapered cross section [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1997,72(1):199-212.

[19]. Dutton R, Isyumov N. Reduction of tall building motion by aerodynamic treatments [J]. Journal of Wind Engineering and Industrial Aerodynamics, 1990,36(2):739-747.

[20]. Kwok K, Bailey P A. Aerodynamic devices for tall buildings and structures [J]. Journal of Engineering Mechanics, 1987,113(3):349-365.

[21]. Isyumov N, Dutton R, Davenport A G. Aerodynamic methods for mitigating wind-induced building motions [J]. Structural Design, Analysis and Testing, 1989:462-470.

[22]. Xie J Aerodynamic optimization of super-tall buildings and its effectiveness assessment [J]. Journal of Wind Engineering and Industrial Aerodynamics, 2014,130:88-98.

Cite this article

Wei,S. (2024). Research on wind resistance principles and design of super high-rise buildings. Applied and Computational Engineering,62,7-14.

Data availability

The datasets used and/or analyzed during the current study will be available from the authors upon reasonable request.

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About volume

Volume title: Proceedings of the 2nd International Conference on Mechatronics and Smart Systems

Conference website: https://www.confmss.org/
ISBN:978-1-83558-413-2(Print) / 978-1-83558-414-9(Online)
Conference date: 2 February 2024
Editor:Omar Marwan
Series: Applied and Computational Engineering
Volume number: Vol.62
ISSN:2755-2721(Print) / 2755-273X(Online)

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