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    Maximum Entropy Method-Based Reliability Analysis With Correlated Input Variables via Hybrid Dimension-Reduction Method

    Source: Journal of Mechanical Design:;2019:;volume( 141 ):;issue: 010::page 101405
    Author:
    He, Wanxin
    ,
    Li, Gang
    ,
    Hao, Peng
    ,
    Zeng, Yan
    DOI: 10.1115/1.4043734
    Publisher: American Society of Mechanical Engineers (ASME)
    Abstract: The estimation of the statistical moments is widely involved in the industrial application, whose accuracy affects the reliability analysis result considerably. In this study, a novel hybrid dimension-reduction method based on the Nataf transformation is proposed to calculate the statistical moments of the performance function with correlated input variables. Nataf transformation is intrinsically the Gaussian copula, which is commonly used to transform the correlated input variables into independent ones. To calculate the numerical integration of the univariate component function in the proposed method, a normalized moment-based quadrature rule is employed. According to the statistical moments obtained by the proposed method, the probability density function of the performance function can be recovered accurately via maximum entropy method. Six examples are tested to illustrate the accuracy and efficiency of the proposed method, compared with that of Monte Carlo simulation, the conventional univariate dimension-reduction method, and the bivariate dimension-reduction method. It is confirmed that the proposed method achieves a good tradeoff between accuracy and efficiency for structural reliability analysis with correlated input variables.
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      Maximum Entropy Method-Based Reliability Analysis With Correlated Input Variables via Hybrid Dimension-Reduction Method

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4258030
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    • Journal of Mechanical Design

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    contributor authorHe, Wanxin
    contributor authorLi, Gang
    contributor authorHao, Peng
    contributor authorZeng, Yan
    date accessioned2019-09-18T09:01:43Z
    date available2019-09-18T09:01:43Z
    date copyright7/19/2019 12:00:00 AM
    date issued2019
    identifier issn1050-0472
    identifier othermd_141_10_101405
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4258030
    description abstractThe estimation of the statistical moments is widely involved in the industrial application, whose accuracy affects the reliability analysis result considerably. In this study, a novel hybrid dimension-reduction method based on the Nataf transformation is proposed to calculate the statistical moments of the performance function with correlated input variables. Nataf transformation is intrinsically the Gaussian copula, which is commonly used to transform the correlated input variables into independent ones. To calculate the numerical integration of the univariate component function in the proposed method, a normalized moment-based quadrature rule is employed. According to the statistical moments obtained by the proposed method, the probability density function of the performance function can be recovered accurately via maximum entropy method. Six examples are tested to illustrate the accuracy and efficiency of the proposed method, compared with that of Monte Carlo simulation, the conventional univariate dimension-reduction method, and the bivariate dimension-reduction method. It is confirmed that the proposed method achieves a good tradeoff between accuracy and efficiency for structural reliability analysis with correlated input variables.
    publisherAmerican Society of Mechanical Engineers (ASME)
    titleMaximum Entropy Method-Based Reliability Analysis With Correlated Input Variables via Hybrid Dimension-Reduction Method
    typeJournal Paper
    journal volume141
    journal issue10
    journal titleJournal of Mechanical Design
    identifier doi10.1115/1.4043734
    journal fristpage101405
    journal lastpage101405-13
    treeJournal of Mechanical Design:;2019:;volume( 141 ):;issue: 010
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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