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    Generation of Uniform-Hazard Earthquake Ground Motions

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author:
    Henri P. Gavin
    ,
    Bryce W. Dickinson
    DOI: 10.1061/(ASCE)ST.1943-541X.0000331
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents statistical models for the generation of biaxial earthquake ground-motion time histories with spectra that match those from samples of ground-motion records. The model parameters define near-field characteristics such as pulse velocity and pulse period, far-fault characteristics such as velocity amplitude and power spectral density, and envelope characteristics. The samples of ground motions used in this study were previously selected and scaled to be representative of particular hazard levels in particular geographical regions. A companion paper presents the fitting of the model to samples of ground-motion waveforms. In this paper, the new concept of a parameter-response correlation spectrum establishes the period-dependence of the correlation between the response spectrum and ground-motion parameters. Parameters that correlate to variability of the response spectra are retained as random variables and then fit to mean and mean-plus-standard deviation of biaxial response spectra of the samples of historical records. Parameter statistics also include correlations between velocity amplitudes and pulse periods.
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      Generation of Uniform-Hazard Earthquake Ground Motions

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    contributor authorHenri P. Gavin
    contributor authorBryce W. Dickinson
    date accessioned2017-05-08T21:59:22Z
    date available2017-05-08T21:59:22Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000372.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68230
    description abstractThis paper presents statistical models for the generation of biaxial earthquake ground-motion time histories with spectra that match those from samples of ground-motion records. The model parameters define near-field characteristics such as pulse velocity and pulse period, far-fault characteristics such as velocity amplitude and power spectral density, and envelope characteristics. The samples of ground motions used in this study were previously selected and scaled to be representative of particular hazard levels in particular geographical regions. A companion paper presents the fitting of the model to samples of ground-motion waveforms. In this paper, the new concept of a parameter-response correlation spectrum establishes the period-dependence of the correlation between the response spectrum and ground-motion parameters. Parameters that correlate to variability of the response spectra are retained as random variables and then fit to mean and mean-plus-standard deviation of biaxial response spectra of the samples of historical records. Parameter statistics also include correlations between velocity amplitudes and pulse periods.
    publisherAmerican Society of Civil Engineers
    titleGeneration of Uniform-Hazard Earthquake Ground Motions
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000331
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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