Technical Papers
May 27, 2023

Investigation of the Aerodynamic Forces on a 600-m-High Supertall Building by Field Measurements and Wind Tunnel Test

Publication: Journal of Structural Engineering
Volume 149, Issue 8

Abstract

This paper investigates the aerodynamic forces on a 600-m-high supertall building based on field measurements during Super Typhoon Mangkhut and wind tunnel test on a 1500 scaled model of the monitored building. The local wind force coefficients and their power spectral densities obtained by the full-scale measurements and the model experiment are compared and discussed. The comparative study shows that the wind tunnel test provides conservative mean local drag coefficients and root-mean-square (RMS) local lift coefficients, whereas for the RMS local drag coefficients, the model experiment reproduces smaller predictions at higher levels than those from the onsite measurements. Moreover, to explore the deviations between the full-scale and model-scale results, the Reynolds number effects in the range of 5.5×104 to 1.8×108 on the local wind forces and the Strouhal number are investigated. It is found that the Reynolds number has evident effects on the local wind force coefficients, although its influence on the Strouhal number is negligible. This combined study of field measurements and wind tunnel test aims to enhance the understanding of the aerodynamic forces on high-rise buildings during strong windstorms and provide useful information for the wind-resistant design of supertall buildings.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The work described in this paper was fully supported by a grant from the Research Grants Council of Hong Kong Special Administrative Region (Project No. CityU 11207519), and a grant from National Natural Science Foundation of China (Project No. 51778554).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 149Issue 8August 2023

History

Received: Dec 7, 2021
Accepted: Mar 27, 2023
Published online: May 27, 2023
Published in print: Aug 1, 2023
Discussion open until: Oct 27, 2023

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Ph.D. Candidate, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Kowloon 999077, Hong Kong. ORCID: https://orcid.org/0000-0001-5517-6271. Email: [email protected]
Chair Professor, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Kowloon 999077, Hong Kong; Director, Architecture and Civil Engineering Research Center, City Univ. of Hong Kong Shenzhen Research Institute, Shenzhen 518057, China (corresponding author). ORCID: https://orcid.org/0000-0002-4822-2863. Email: [email protected]
Postdoctoral Fellow, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Kowloon 999077, Hong Kong. Email: [email protected]
Postdoctoral Fellow, Dept. of Architecture and Civil Engineering, City Univ. of Hong Kong, Kowloon 999077, Hong Kong. ORCID: https://orcid.org/0000-0003-1038-7336. Email: [email protected]

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