汇总多个记录站的数据,进行极端风力分析和预测

IF 5.7 1区 工程技术 Q1 ENGINEERING, CIVIL Structural Safety Pub Date : 2024-07-20 DOI:10.1016/j.strusafe.2024.102516
Chi-Hsiang Wang , John D. Holmes
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引用次数: 0

摘要

准确、可靠和稳健的极端风速概率估算技术对于风荷载结构设计至关重要。自 20 世纪 80 年代以来,为了减少取样误差的影响,人们一直在使用将来自具有相似、同质风气候的不同站点的阵风数据汇总到一个 "超级站点 "进行危害分析的方法。最近提出的一个问题是,当数据因不可避免的短数据长度或风气候的不完全均质性而表现出非均质性时,这种聚合可能会产生预测偏差。通过蒙特卡罗模拟,我们证明了在使用适当的拟合方法时,超级站聚合是一种无偏的高重现水平估算技术,而明显的偏差则取决于用于拟合危害模型的方法。为确保同质性,我们引入了一种去趋势技术,以尽量减少风力数据汇总中的任何偏差。我们比较了用于超级站分析的四种模型拟合方法,结果表明,引入的去趋势方法能有效消除由于采样误差和非均质性造成的偏差。
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Aggregation of data from multiple recording stations for extreme wind analysis and prediction

Accurate, reliable and robust techniques for the probabilistic estimation of extreme wind speeds are essential for the design of structures for wind loading. Aggregating gust wind data from various stations with similar, homogeneous wind climates into a ‘superstation’ for hazard analysis has been employed since the 1980′s to reduce the effects of sampling errors. A concern that has been raised recently is that prediction biases may arise from such aggregation, when the data exhibit non-homogeneity due to inevitable short data lengths or imperfect homogeneity of the wind climates. By Monte Carlo simulation, we show that superstation aggregation is an unbiased technique for high recurrence level estimations when an appropriate fitting method is used, and the apparent biases are dependent on the method used for fitting the hazard model. To ensure homogeneity, we introduce a de–trending technique for minimizing any biases in the aggregated wind data. Four model-fitting methods for superstation analysis are compared, and shown that the introduced de-trending method is effective for eliminating the biases due to sampling errors and non-homogeneity.

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来源期刊
Structural Safety
Structural Safety 工程技术-工程:土木
CiteScore
11.30
自引率
8.60%
发文量
67
审稿时长
53 days
期刊介绍: Structural Safety is an international journal devoted to integrated risk assessment for a wide range of constructed facilities such as buildings, bridges, earth structures, offshore facilities, dams, lifelines and nuclear structural systems. Its purpose is to foster communication about risk and reliability among technical disciplines involved in design and construction, and to enhance the use of risk management in the constructed environment
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