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    Radial Importance Sampling for Structural Reliability

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001
    Author:
    R. E. Melchers
    DOI: 10.1061/(ASCE)0733-9399(1990)116:1(189)
    Publisher: American Society of Civil Engineers
    Abstract: In Cartesian coordinates importance sampling has been remarkably effective in improving the efficiency of Monte Carlo simulation techniques for reliability calculations in structural engineering. The approach is extended in this paper to the (hyper‐) polar coordinate system, firstly using an importance sampling function that has its mean at the radial distance, from the mean vector, where the limit‐state functions are expected to lie. This approach is then refined by using interpolation to estimate the location of the crucial limit state along any radial direction and to censor sampling not in the failure domain. The third development is to approximate, in a radial direction, the “tail” of the original probability density function by an appropriate Gaussian probability density function, and then to apply the established theory for directional simulation. Example applications for a linear limit‐state function and for a circular limit‐state function are given.
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      Radial Importance Sampling for Structural Reliability

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    contributor authorR. E. Melchers
    date accessioned2017-05-08T22:28:10Z
    date available2017-05-08T22:28:10Z
    date copyrightJanuary 1990
    date issued1990
    identifier other%28asce%290733-9399%281990%29116%3A1%28189%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81119
    description abstractIn Cartesian coordinates importance sampling has been remarkably effective in improving the efficiency of Monte Carlo simulation techniques for reliability calculations in structural engineering. The approach is extended in this paper to the (hyper‐) polar coordinate system, firstly using an importance sampling function that has its mean at the radial distance, from the mean vector, where the limit‐state functions are expected to lie. This approach is then refined by using interpolation to estimate the location of the crucial limit state along any radial direction and to censor sampling not in the failure domain. The third development is to approximate, in a radial direction, the “tail” of the original probability density function by an appropriate Gaussian probability density function, and then to apply the established theory for directional simulation. Example applications for a linear limit‐state function and for a circular limit‐state function are given.
    publisherAmerican Society of Civil Engineers
    titleRadial Importance Sampling for Structural Reliability
    typeJournal Paper
    journal volume116
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1990)116:1(189)
    treeJournal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 001
    contenttypeFulltext
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