Multiscale Simulation of Wind Effects in ComplexUrban Blocks during Super Typhoon Mangkhut

Abstract During Super Typhoon Mangkhut, extensive damage was observed on the glass curtain walls of tall buildings in Hong Kong. A multiscale simulation framework coupling the weather research and forecasting (WRF) model with large eddy simulation (LES) was employed to reconstruct the wind field under real typhoon conditions around the target building and to obtain wind pressure distributions on its surfaces. Differences in the wind fields around the damaged and undamaged regions were analyzed, and the non-Gaussian characteristics of wind pressure were examined through statistical indicators such as kurtosis, skewness, and probability density functions (PDFs). The reliability of the multiscale simulation framework was validated through wind tunnel tests, which provided time histories of fluctuating wind pressure on the building surface under all wind directions. The simulated extreme pressure nearly reached the design threshold specified in local codes, providing a reasonable explanation for the extensive curtain wall damage from the perspective of surface extreme pressure. The findings enhance the understanding of urban wind fields and typhoon-induced wind effects on tall buildings in dense urban environments.

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Publication Details

Journal
Journal of Structural Engineering
Published
2026-08-25
DOI
https://doi.org/10.1061/jsendh.steng-16261
Primary Topic
Wind and Air Flow Studies
Type
article
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article

Multiscale Simulation of Wind Effects in ComplexUrban Blocks during Super Typhoon Mangkhut

Kang Cai, Ahsan Kareem, Xiaowei Deng, Mingfeng Huang et al.
Journal of Structural Engineering
Wind and Air Flow Studies
article

Multiscale Simulation of Wind Effects in ComplexUrban Blocks during Super Typhoon Mangkhut

Kang Cai, Ahsan Kareem, Xiaowei Deng, Mingfeng Huang, YQ Ni, Sunce Liao, Jianping Sun, Chenguang Guo
article en

Abstract

Abstract During Super Typhoon Mangkhut, extensive damage was observed on the glass curtain walls of tall buildings in Hong Kong. A multiscale simulation framework coupling the weather research and forecasting (WRF) model with large eddy simulation (LES) was employed to reconstruct the wind field under real typhoon conditions around the target building and to obtain wind pressure distributions on its surfaces. Differences in the wind fields around the damaged and undamaged regions were analyzed, and the non-Gaussian characteristics of wind pressure were examined through statistical indicators such as kurtosis, skewness, and probability density functions (PDFs). The reliability of the multiscale simulation framework was validated through wind tunnel tests, which provided time histories of fluctuating wind pressure on the building surface under all wind directions. The simulated extreme pressure nearly reached the design threshold specified in local codes, providing a reasonable explanation for the extensive curtain wall damage from the perspective of surface extreme pressure. The findings enhance the understanding of urban wind fields and typhoon-induced wind effects on tall buildings in dense urban environments.

Journal of Structural EngineeringVol. 152(11)
University of Notre Dame (US), Hong Kong Polytechnic University (HK), Wenzhou University (CN), Guangxi University (CN), Guangxi University of Science and Technology (CN), Shanghai Tunnel Engineering Rail Transit Design & Research Institute (CN), Department of Disaster Prevention and Mitigation (TH), Zhejiang University (CN)
Sustainable cities and communities
Openalex Percentile: Top 16%
Wind and Air Flow Studies
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