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http://dx.doi.org/10.26748/KSOE.2021.079

A Review on the Building Wind Impact through On-site Monitoring in Haeundae Marine City: 2021 12th Typhoon OMAIS Case Study  

Kim, Jongyeong (Department of Civil & Environmental Engineering, Pusan National University)
Kang, Byeonggug (Department of Civil & Environmental Engineering, Pusan National University)
Kwon, Yongju (Department of Civil & Environmental Engineering, Pusan National University)
Lee, Seungbi (Technical Department, K-Watercraft)
Kwon, Soonchul (Department of Civil & Environmental Engineering, Pusan National University)
Publication Information
Journal of Ocean Engineering and Technology / v.35, no.6, 2021 , pp. 414-425 More about this Journal
Abstract
Overcrowding of high-rise buildings in urban zones change the airflow pattern in the surrounding areas. This causes building wind, which adversely affects the wind environment. Building wind can generate more serious social damage under extreme weather conditions such as typhoons. In this study, to analyze the wind speed and wind speed ratio quantitatively, we installed five anemometers in Haeundae, where high-rise buildings are dense, and conducted on-site monitoring in the event of typhoon OMAIS to determine the characteristics of wind over skyscraper towers surround the other buildings. At point M-2, where the strongest wind speed was measured, the maximum average wind speed in 1 min was observed to be 28.99 m/s, which was 1.7 times stronger than that at the ocean observatory, of 17.0 m/s, at the same time. Furthermore, when the wind speed at the ocean observatory was 8.2 m/s, a strong wind speed of 24 m/s was blowing at point M-2, and the wind speed ratio compared to that at the ocean observatory was 2.92. It is judged that winds 2-3 times stronger than those at the surrounding areas can be induced under certain conditions due to the building wind effect. To verify the degree of wind speed, we introduced the Beaufort wind scale. The Beaufort numbers of wind speed data for the ocean observatory were mostly distributed from 2 to 6, and the maximum value was 8; however, for the observation point, values from 9 to 11 were observed. Through this study, it was possible to determine the characteristics of the wind environment in the area around high-rise buildings due to the building wind effect.
Keywords
Building wind; High-rise buildings; On-site monitoring; Typhoon; Risk analysis;
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