AI Chat Paper
Note: Please note that the following content is generated by AMiner AI. SciOpen does not take any responsibility related to this content.
{{lang === 'zh_CN' ? '文章概述' : 'Summary'}}
{{lang === 'en_US' ? '中' : 'Eng'}}
Chat more with AI
PDF (11.1 MB)
Collect
Submit Manuscript AI Chat Paper
Show Outline
Outline
Show full outline
Hide outline
Outline
Show full outline
Hide outline
Research Article | Open Access

Wind impacts on buildings in Hong Kong during super Typhoon Mangkhut

Huanhuan Wang1Qun Wang2Zhaowan Fu1Jia Tang1Pak Wai Chan3Xing Zheng4( )
Department of Mechanical Engineering, The University of Hong Kong, Pokfulam Road, Hong Kong, China
National Observation and Research Station of Coastal Ecological Environments in Macao, Macao Environmental Research Institute, Macau University of Science and Technology, Taipa, Macao, China
Forecasting and Warning Services Branch, Hong Kong Observatory, Tsim Sha Tsui, Hong Kong, China
Department of Architecture and Civil Engineering, City University of Hong Kong, Tat Chee Avenue, Kowloon, Hong Kong, China
Show Author Information

Abstract

Typhoons, among the most devastating natural hazards, have caused billions in property losses and posed significant threats to human safety globally. Damage to urban structures, particularly building windows, constitutes a major component of direct losses caused by typhoons. This study investigates wind impacts on buildings using large-eddy simulations (LES) in three neighbourhoods where window shattering occurred in Hong Kong during Typhoon Mangkhut. The focus is on three buildings among which two had shattered window glass multiple times in the past years during typhoons. It is commonly believed that wind pressure exceeding a threshold for window breakage is the primary cause. However, our results indicate that the maximum pressure on target walls where window breakage occurred can only reach up to −1.90 kPa, which does not exceed the threshold of the Hong Kong standard for curtain walls set at −2.86 kPa. The maximum pressure in the neighborhood can reach up to −5.47 kPa, occurring in regions of high wind speed downstream of the tallest buildings, where the Venturi effect and downwash effect combine. Although the wind speed and pressure are not as high as expected, the turbulence kinetic energy is extremely high. Therefore, designing curtain walls may need to consider wind speed, pressure, and turbulence to ensure structural resilience and safety.

References

【1】
【1】
 
 
Building Simulation
Pages 385-401

{{item.num}}

Comments on this article

Go to comment

< Back to all reports

Review Status: {{reviewData.commendedNum}} Commended , {{reviewData.revisionRequiredNum}} Revision Required , {{reviewData.notCommendedNum}} Not Commended Under Peer Review

Review Comment

Close
Close
Cite this article:
Wang H, Wang Q, Fu Z, et al. Wind impacts on buildings in Hong Kong during super Typhoon Mangkhut. Building Simulation, 2025, 18(2): 385-401. https://doi.org/10.1007/s12273-024-1218-2

2457

Views

213

Downloads

3

Crossref

3

Web of Science

4

Scopus

0

CSCD

Received: 11 June 2024
Revised: 05 September 2024
Accepted: 13 November 2024
Published: 17 January 2025
© The Author(s) 2025

This article is licensed under a Creative Commons Attribution 4.0 International License, which permits use, sharing, adaptation, distribution and reproduction in any medium or format, as long as you give appropriate credit to the original author(s) and the source, provide a link to the Creative Commons license, and indicate if changes were made.

The images or other third party material in this article are included in the article’s Creative Commons license, unless indicated otherwise in a credit line to the material. If material is not included in the article’s Creative Commons license and your intended use is not permitted by statutory regulation or exceeds the permitted use, you will need to obtain permission directly from the copyright holder.

To view a copy of this license, visit http://creativecommons.org/licenses/by/4.0/