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    Identification of Conditional Stochastic Gaussian Field

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    Author:
    Masaru Hoshiya
    ,
    Ikumasa Yoshida
    DOI: 10.1061/(ASCE)0733-9399(1996)122:2(101)
    Publisher: American Society of Civil Engineers
    Abstract: A general formulation is presented based on the maximum likelihood method to identify the best estimator of a stochastic Gaussian field when the observation is made at discrete spatial points. The uncertainty of the estimator in terms of the uncertainty of the stochastic field and in the observation noise are discussed, and the updating of the estimator's mechanism by observation is clarified. Two methodologies, that is, a simple kriging method and an extended Kalman filtering procedure are derived as special solutions of the general formulation. The method developed here may be applied to updating a general stochastic finite-element method (FEM) system by observation, where the system consists of a stochastic field of elastic moduli or loading forces or both, and the observation may be for elastic moduli and/or displacements at finite spatial points. A numerical example is carried out with a beam on a continuous elastic foundation, and the efficiency and practical applicability of the method are demonstrated.
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      Identification of Conditional Stochastic Gaussian Field

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84348
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    contributor authorMasaru Hoshiya
    contributor authorIkumasa Yoshida
    date accessioned2017-05-08T22:37:49Z
    date available2017-05-08T22:37:49Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A2%28101%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84348
    description abstractA general formulation is presented based on the maximum likelihood method to identify the best estimator of a stochastic Gaussian field when the observation is made at discrete spatial points. The uncertainty of the estimator in terms of the uncertainty of the stochastic field and in the observation noise are discussed, and the updating of the estimator's mechanism by observation is clarified. Two methodologies, that is, a simple kriging method and an extended Kalman filtering procedure are derived as special solutions of the general formulation. The method developed here may be applied to updating a general stochastic finite-element method (FEM) system by observation, where the system consists of a stochastic field of elastic moduli or loading forces or both, and the observation may be for elastic moduli and/or displacements at finite spatial points. A numerical example is carried out with a beam on a continuous elastic foundation, and the efficiency and practical applicability of the method are demonstrated.
    publisherAmerican Society of Civil Engineers
    titleIdentification of Conditional Stochastic Gaussian Field
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:2(101)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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