Analysis of the Skyscraper Wind around High-Rise Buildings in Coastal Region, South Korea, during Typhoon ‘Hinnamnor’

IF 1.3 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY Wind and Structures Pub Date : 2023-02-13 DOI:10.3390/wind3010005
Jongyeong Kim, Yongju Kwon, B. Kang, Joowon Choi, S. Kwon
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Abstract

High-rise buildings in cities adversely affect wind regimes by changing the air currents in their surrounding areas. In particular, extreme climate phenomena caused by climate change are stronger and more frequent, causing damage in cities. To better understand skyscraper wind behaviors around high-rise buildings, actual measurements are necessary to determine the environmental assessment of the wind effect. In this study, field measurements were performed with five anemometers at five points in the vicinity of a skyscraper called the LCT residential complex (411.6 m tall) surrounded by high-rise buildings in the coastal city of Busan, South Korea during Typhoon Hinnamnor. The gust was 3.7 times stronger, while the maximum 1-min mean wind speed was 3.1 times stronger than those measured at a nearby reference weather station operated by the Korean Meteorological Administration. The characteristics of downward and canyon winds were shown to depend on the spatiotemporal characteristics of the five points. The turbulence intensity declined as the wind speed increased and converged to a certain value. The gust factor also dropped as the wind speed increased and converged to 2.0, and was considered to be the parameter that best represents the intensity of instantaneous gust caused by the skyscraper wind effect. These results suggest that high-rise buildings should be designed with the consideration of gusts twice as strong as the average wind speed. In addition, field measurements should be accompanied in order to respond to the skyscraper wind effect.
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台风“欣纳摩”期间韩国沿海地区高层建筑周围的摩天大楼风分析
城市中的高层建筑通过改变其周围地区的气流,对风力产生不利影响。特别是气候变化引起的极端气候现象更加强烈和频繁,给城市造成了破坏。为了更好地了解高层建筑周围的风行为,有必要进行实际测量来确定风影响的环境评价。在这项研究中,在台风“欣纳诺”期间,在韩国沿海城市釜山被高层建筑包围的LCT住宅综合体(高411.6米)附近的五个点上,用五个风速计进行了现场测量。阵风比附近气象厅的基准气象站强3.7倍,最大1分钟平均风速比基准气象站强3.1倍。向下风和峡谷风的特征与这五个点的时空特征有关。湍流强度随着风速的增大而减小并收敛到某一值。阵风因子也随着风速的增大而减小,趋近于2.0,被认为是最能代表摩天大楼风效应引起的瞬时阵风强度的参数。这些结果表明,高层建筑的设计应考虑到两倍于平均风速的阵风。此外,为了应对摩天大楼的风效应,还应进行现场测量。
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来源期刊
Wind and Structures
Wind and Structures 工程技术-工程:土木
CiteScore
2.70
自引率
18.80%
发文量
0
审稿时长
>12 weeks
期刊介绍: The WIND AND STRUCTURES, An International Journal, aims at: - Major publication channel for research in the general area of wind and structural engineering, - Wider distribution at more affordable subscription rates; - Faster reviewing and publication for manuscripts submitted. The main theme of the Journal is the wind effects on structures. Areas covered by the journal include: Wind loads and structural response, Bluff-body aerodynamics, Computational method, Wind tunnel modeling, Local wind environment, Codes and regulations, Wind effects on large scale structures.
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