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    Fully Nonstationary Analytical Earthquake Ground-Motion Model

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 001
    Author:
    J. P. Conte
    ,
    B. F. Peng
    DOI: 10.1061/(ASCE)0733-9399(1997)123:1(15)
    Publisher: American Society of Civil Engineers
    Abstract: A versatile, nonstationary stochastic ground-motion model accounting for the time variation of both intensity and frequency content typical of real earthquake ground motions is formulated and validated. An extension of the Thomson's spectrum estimation method is used to adaptively estimate the evolutionary power spectral density (PSD) function of the target ground acceleration record. The parameters of this continuous-time, analytical, stochastic earthquake model are determined by least-square fitting the analytical evolutionary PSD function of the model to the target evolutionary PSD function estimated. As application examples, the proposed model is applied to two actual earthquake records. In each case, model validation is obtained by comparing the second-order statistics of several traditional ground-motion parameters and the probabilistic linear-elastic response spectra simulated using the earthquake model with their deterministic counterparts characterizing the target record.
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      Fully Nonstationary Analytical Earthquake Ground-Motion Model

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    contributor authorJ. P. Conte
    contributor authorB. F. Peng
    date accessioned2017-05-08T22:38:05Z
    date available2017-05-08T22:38:05Z
    date copyrightJanuary 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A1%2815%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84481
    description abstractA versatile, nonstationary stochastic ground-motion model accounting for the time variation of both intensity and frequency content typical of real earthquake ground motions is formulated and validated. An extension of the Thomson's spectrum estimation method is used to adaptively estimate the evolutionary power spectral density (PSD) function of the target ground acceleration record. The parameters of this continuous-time, analytical, stochastic earthquake model are determined by least-square fitting the analytical evolutionary PSD function of the model to the target evolutionary PSD function estimated. As application examples, the proposed model is applied to two actual earthquake records. In each case, model validation is obtained by comparing the second-order statistics of several traditional ground-motion parameters and the probabilistic linear-elastic response spectra simulated using the earthquake model with their deterministic counterparts characterizing the target record.
    publisherAmerican Society of Civil Engineers
    titleFully Nonstationary Analytical Earthquake Ground-Motion Model
    typeJournal Paper
    journal volume123
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:1(15)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 001
    contenttypeFulltext
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