کد مقاله کد نشریه سال انتشار مقاله انگلیسی نسخه تمام متن
267746 504411 2012 11 صفحه PDF دانلود رایگان
عنوان انگلیسی مقاله ISI
Inverse structural reliability analysis under mixed uncertainties using high dimensional model representation and fast Fourier transform
موضوعات مرتبط
مهندسی و علوم پایه علوم زمین و سیارات مهندسی ژئوتکنیک و زمین شناسی مهندسی
پیش نمایش صفحه اول مقاله
Inverse structural reliability analysis under mixed uncertainties using high dimensional model representation and fast Fourier transform
چکیده انگلیسی

This paper presents a novel solution procedure for inverse reliability problems with implicit response functions without requiring the derivatives of the response functions with respect to the uncertain variables, that can be used to determine the unknown design parameters such that prescribed reliability indices are attained in the presence of mixed uncertain (both random and fuzzy) variables. The proposed computational procedure involves three steps: (i) probability of failure calculation using High Dimensional Model Representation (HDMR) for the limit state/performance function approximation, transformation technique to obtain the contribution of the fuzzy variables to the convolution integral, and fast Fourier transform for solving the convolution integral, (ii) reliability index update, and (iii) most probable point MPP update. The limit state function approximation is obtained by linear and quadratic approximations of the first-order HDMR component functions at most probable point. This is a versatile method that can solve even highly nonlinear problems or the problems with multiple parameters. The methodology developed is applicable for inverse reliability analysis involving any number of fuzzy variables and random variables with any kind of distribution. The accuracy and efficiency of the proposed method is demonstrated through four examples involving explicit/implicit performance functions.


► A novel solution procedure is presented for inverse reliability problems in the presence of mixed uncertain variables.
► It avoids the requirement of the derivatives of the response functions with respect to the uncertain variables.
► It involves failure probability calculation using HDMR, transformation technique, and FFT.
► It also involves reliability index update and MPP update.
► It can be applied to highly nonlinear or multi-parameter problems involving any number of mixed uncertain variables.

ناشر
Database: Elsevier - ScienceDirect (ساینس دایرکت)
Journal: Engineering Structures - Volume 37, April 2012, Pages 224–234
نویسندگان
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