期刊名称：International Journal of Environmental Science and Development
印刷版ISSN：2010-0264
出版年度：2012
卷号：3
期号：3
页码：258-262
DOI：10.7763/IJESD.2012.V3.227
摘要：Structural engineers use the extreme or fastest values of wind speed with return periods such as 25 years for structures having no human occupants or where there is a negligible risk to human life, 50 years for most permanent structures, and 100 years for structures with an unusually high degree of hazard of life and property in case of failure.The data of 41 annual maximum 10-minute average wind speeds at Pisa Airport in Italy from 1951 to 1991 were analyzed and modeled.Three extreme value models for the data were considered and compared.Subsequently, the required design value with a given return period of exceedance was obtained.
关键词：Anderson-Darling test; design value; Frechet distribution; general extreme value distribution; goodness-of-fit; Gumbel distribution; Kolmogorov-Smirnov test; return period
