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- W2078972475 abstract "Abstract In the framework of stochastic analysis, the extreme response value of a structural system is completely described by its CDF. However, the CDF does not represent a direct design provision. A more meaningful parameter is the response level which has a specified probability, p, of not being exceeded during a specified time interval. This quantity, which is basically the inverse of the CDF, is referred to as a fractile of order p of the structural response. This study presents an analytical procedure for evaluating the lower bound and upper bound of the fractile of order p of the response of linear structures, with uncertain stiffness properties modeled as interval variables subjected to stationary stochastic excitations. The accuracy of the proposed approach is demonstrated by numerical results concerning a wind-excited truss structure with uncertain Young’s moduli." @default.
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- W2078972475 date "2015-11-20" @default.
- W2078972475 modified "2023-09-23" @default.
- W2078972475 title "Interval Fractile Levels for Stationary Stochastic Response of Linear Structures With Uncertainties" @default.
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- W2078972475 doi "https://doi.org/10.1115/1.4030455" @default.
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