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首页> 外文期刊>Journal of Wind Engineering and Industrial Aerodynamics: The Journal of the International Association for Wind Engineering >Wind turbulence characteristics study at the Stonecutters Bridge site: Part II: Wind power spectra, integral length scales and coherences
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Wind turbulence characteristics study at the Stonecutters Bridge site: Part II: Wind power spectra, integral length scales and coherences

机译:在昂船洲大桥工地进行的风湍流特性研究:第二部分:风能谱,积分长度尺度和相干性

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摘要

Stonecutters Bridge in Hong Kong is a cable-stayed bridge having a colossal central span of 1018 m. The dynamic action of gusty wind on the bridge therefore needs careful consideration. In order to obtain a realistic estimate of the wind turbulence characteristics, Highways Department of Hong Kong Special Administrative Region (HKSAR) erected a 50 m high meteorological mast near Stonecutters Bridge and commissioned wind tunnel experiments employing a 1/1500, scale terrain model. Part I of this paper has focused the discussion on the study of mean wind and turbulence intensities. In this Part II of the paper, the other turbulence characteristics including wind power spectra, integral length scales and wind coherences will be discussed.
机译:香港的昂船洲大桥是一座斜拉桥,中心跨距为1018 m。因此,需要谨慎考虑阵风在桥梁上的动态作用。为了获得对风湍流特性的现实估计,香港特别行政区路政署在昂船洲大桥附近竖起了一个50 m高的气象桅杆,并使用1/1500比例地形模型进行了风洞实验。本文的第一部分将讨论的重点放在平均风和湍流强度的研究上。在本文的第二部分中,将讨论其他湍流特性,包括风能谱,积分长度尺度和风相干性。

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