Wind Tunnel Experiments on Interference Effects of a High-Rise Building on the Surrounding Low-Rise Buildings in an Urban Block

IF 1.3 4区 工程技术 Q3 CONSTRUCTION & BUILDING TECHNOLOGY
Yasuyuki Ishida, A. Yoshida, Shuhei Kamata, Yuta Yamane, A. Mochida
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引用次数: 0

Abstract

High-rise buildings cause accelerated winds around them. However, the interference effects of high-rise buildings on the surrounding low-rise buildings in urban blocks have not been evaluated. This study investigated the wind pressure coefficients on the roofs and walls of low-rise buildings surrounding a high-rise building through wind tunnel experiments. Seventy-two wind directions were considered from 0° to 355° in 5° increments, and the influence of the wind direction on the wind pressure coefficients of surrounding buildings was evaluated. At a 30° wind direction angle, the positive and negative peak wind pressure coefficients occurred in a low-rise building at the leeward side of the high-rise building. The positive peak pressure, approximately 1.4 times that without a nearby high-rise building, occurred at the windward corner on the front wall of a low-rise building. The negative peak value, approximately three times that without a nearby high-rise building, was observed at the windward edge on the roof of a low-rise building. Thus, accelerated winds caused by high-rise buildings may result in unexpected damage to the surrounding low-rise buildings.
城市街区高层建筑对周边低层建筑干扰的风洞试验研究
高层建筑使周围的风加速。然而,在城市街区中,高层建筑对周围低层建筑的干扰作用尚未得到评价。本文通过风洞试验研究了高层建筑周围低层建筑的屋顶和墙壁上的风压系数。在0°~ 355°范围内以5°增量考虑72个风向,评价风向对周边建筑风压系数的影响。在风向角为30°时,高层建筑背风侧低层建筑出现正、负峰值风压系数。正峰值压力大约是附近没有高层建筑时的1.4倍,发生在低层建筑前墙的迎风角。在低层建筑屋顶的迎风边缘处观察到负峰值,大约是附近没有高层建筑时的三倍。因此,高层建筑产生的加速风可能会对周围的低层建筑造成意想不到的破坏。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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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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