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    Parametric Statistical Generalization of Uniform-Hazard Earthquake Ground Motions

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 003
    Author:
    Bryce W. Dickinson
    ,
    Henri P. Gavin
    DOI: 10.1061/(ASCE)ST.1943-541X.0000330
    Publisher: American Society of Civil Engineers
    Abstract: Sets of ground-motion records used for seismic hazard analyses typically have intensity measures corresponding to a particular hazard level for a site (perhaps conditioned on a particular intensity value and hazard). In many cases the number of available ground motions that match required spectral ordinates and other criteria (such as duration, fault rupture characteristics, and epicentral distance) may not be sufficient for high-resolution seismic hazard analysis. In such cases it is advantageous to generate additional ground motions using a parameterized statistical model calibrated to records of the smaller data set. This study presents a statistical parametric analysis of ground-motion data sets that are classified according to a seismic hazard level and a geographic region and that have been used extensively for structural response and seismic hazard analyses. Parameters represent near-fault effects such as pulse velocity and pulse period, far-field effects such as velocity amplitude and power-spectral attributes, and envelope characteristics. A systematic fitting of parameterized pulse functions to the individual ground-motion records, of parameterized envelopes to individual instantaneous ground-motion amplitudes, and of parameterized power-spectral density functions to averaged power spectra result in probability distributions for ground-motion parameters representative of particular seismic hazard levels for specific geographical regions. This methodology presents a means to characterize the variability in a set of ground-motion records of physically meaningful parameters.
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      Parametric Statistical Generalization of Uniform-Hazard Earthquake Ground Motions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/68229
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    contributor authorBryce W. Dickinson
    contributor authorHenri P. Gavin
    date accessioned2017-05-08T21:59:22Z
    date available2017-05-08T21:59:22Z
    date copyrightMarch 2011
    date issued2011
    identifier other%28asce%29st%2E1943-541x%2E0000371.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/68229
    description abstractSets of ground-motion records used for seismic hazard analyses typically have intensity measures corresponding to a particular hazard level for a site (perhaps conditioned on a particular intensity value and hazard). In many cases the number of available ground motions that match required spectral ordinates and other criteria (such as duration, fault rupture characteristics, and epicentral distance) may not be sufficient for high-resolution seismic hazard analysis. In such cases it is advantageous to generate additional ground motions using a parameterized statistical model calibrated to records of the smaller data set. This study presents a statistical parametric analysis of ground-motion data sets that are classified according to a seismic hazard level and a geographic region and that have been used extensively for structural response and seismic hazard analyses. Parameters represent near-fault effects such as pulse velocity and pulse period, far-field effects such as velocity amplitude and power-spectral attributes, and envelope characteristics. A systematic fitting of parameterized pulse functions to the individual ground-motion records, of parameterized envelopes to individual instantaneous ground-motion amplitudes, and of parameterized power-spectral density functions to averaged power spectra result in probability distributions for ground-motion parameters representative of particular seismic hazard levels for specific geographical regions. This methodology presents a means to characterize the variability in a set of ground-motion records of physically meaningful parameters.
    publisherAmerican Society of Civil Engineers
    titleParametric Statistical Generalization of Uniform-Hazard Earthquake Ground Motions
    typeJournal Paper
    journal volume137
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0000330
    treeJournal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 003
    contenttypeFulltext
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