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ANALYSIS OF SPATIALLY-VARYING WIND CHARACTERISTICS FOR DISTRIBUTED SYSTEMS

机译:分布式系统的风向变化特征分析

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Design wind speeds for various return periods are provided in most national design codes throughout the world (e.g., NBCC 2010, ASCE 7-10). The design wind speeds are often based on an extreme value analysis of historical data obtained from a number of meteorological stations distributed over the region of interest. However, only the extreme wind speed magnitude is typically available to the designer, which does not provide information on the directional characteristics or underlying probability distribution of the wind. These parameters of the local wind characteristics may be useful for designers of directionally-sensitive structures or for higher-order reliability-based design. This paper describes an analysis of wind records obtained from discrete meteorological stations and the methods used to develop estimates of wind speed and directionality. The trends in wind speed and direction for a set of stations are also discussed. Following this, statistical wind parameters (including wind speed and direction) can be extracted for a number of locations within the study area. These values can be subsequently used to assess the reliability of one or more point structures, or a distributed system. The results are compared with those based on a traditional Gumbel (Type I) extreme value analysis for the same set of station data.
机译:全世界大多数国家/地区的设计规范(例如NBCC 2010,ASCE 7-10)中都提供了各种折返期的设计风速。设计风速通常基于对从分布在感兴趣区域的多个气象站获得的历史数据进行的极值分析。但是,设计人员通常只能使用极端风速幅度,而不能提供有关风的方向特性或潜在的概率分布的信息。这些局部风向特征参数对于方向敏感型结构的设计人员或基于高阶可靠性的设计很有用。本文介绍了对从不连续的气象站获得的风记录的分析,以及用于估算风速和方向性的方法。还讨论了一组站点的风速和风向趋势。此后,可以提取研究区域内多个位置的统计风参数(包括风速和风向)。这些值可以随后用于评估一个或多个点结构或分布式系统的可靠性。将结果与基于相同站点数据集的传统Gumbel(类型I)极值分析的结果进行比较。

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