Please use this identifier to cite or link to this item: https://scholarbank.nus.edu.sg/handle/10635/66016
DC FieldValue
dc.titlePrediction of extreme 3-sec. gusts accounting for seasonal effects
dc.contributor.authorQuek, S.-T.
dc.contributor.authorCheong, H.-F.
dc.date.accessioned2014-06-17T08:23:16Z
dc.date.available2014-06-17T08:23:16Z
dc.date.issued1992-04
dc.identifier.citationQuek, S.-T.,Cheong, H.-F. (1992-04). Prediction of extreme 3-sec. gusts accounting for seasonal effects. Structural Safety 11 (2) : 121-129. ScholarBank@NUS Repository.
dc.identifier.issn01674730
dc.identifier.urihttp://scholarbank.nus.edu.sg/handle/10635/66016
dc.description.abstractIn conventional statistical analysis of extreme 3-sec. gusts, extremal distributions are often used to fit the annual maximum value obtained from available records, invoking the assumption of stationarity and statistical independence. This paper presents an alternative approach in the form of an exponential distribution for the magnitude of the gust above a pre-determined base level compounded with a nonhomogenous Poisson model for the occurrence of the exceedances. The base level of 13.5 m/s is found to be appropriate. The prediction of the extreme gusts using this method agrees well with a modified conventional extreme value analysis which accounts for the seasonal variations within a year through the monthly extremal distribution parameters. The compound distribution approach is preferred over the conventional method since it does not rely solely upon the maximum value but rather utilizes directly more of the available information. © 1992.
dc.sourceScopus
dc.subjectcompound distribution
dc.subjectextreme statistics
dc.subjectgust
dc.subjectreturn period
dc.typeArticle
dc.contributor.departmentCIVIL ENGINEERING
dc.description.sourcetitleStructural Safety
dc.description.volume11
dc.description.issue2
dc.description.page121-129
dc.identifier.isiutNOT_IN_WOS
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