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    Simulation of Seismic Ground Motion Using Stochastic Waves

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    Author:
    George Deodatis
    ,
    Masanobu Shinozuka
    DOI: 10.1061/(ASCE)0733-9399(1989)115:12(2723)
    Publisher: American Society of Civil Engineers
    Abstract: A fundamental theory of evolutionary stochastic waves is developed based on Priestley's evolutionary power‐spectrum theory and a technique for digitally generating samples of such waves is introduced as a further extension of the spectral representation method. This is done primarily for the purpose of developing an analytical model for propagating seismic waves that can account for their stochastic characteristics in the time and space domain. From this model, the corresponding‐sample seismic waves can be digitally generated with great computational efficiency. The efficacy of this new technique is demonstrated with the aid of a numerical example in which a sample of a nondispersive Rayleigh wave is digitally generated. This wave is idealized as a nonstationary stochastic wave with two‐dimensional spatial nonhomogeneity consistent with Lotung, Taiwan densearray data. The proposed model is useful for the seismic‐response analysis of such large‐scale structures extending over a wide spatial area such as water‐transmission and gas‐distribution systems and long‐span bridges.
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      Simulation of Seismic Ground Motion Using Stochastic Waves

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    http://yetl.yabesh.ir/yetl1/handle/yetl/79475
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    contributor authorGeorge Deodatis
    contributor authorMasanobu Shinozuka
    date accessioned2017-05-08T22:23:35Z
    date available2017-05-08T22:23:35Z
    date copyrightDecember 1989
    date issued1989
    identifier other%28asce%290733-9399%281989%29115%3A12%282723%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79475
    description abstractA fundamental theory of evolutionary stochastic waves is developed based on Priestley's evolutionary power‐spectrum theory and a technique for digitally generating samples of such waves is introduced as a further extension of the spectral representation method. This is done primarily for the purpose of developing an analytical model for propagating seismic waves that can account for their stochastic characteristics in the time and space domain. From this model, the corresponding‐sample seismic waves can be digitally generated with great computational efficiency. The efficacy of this new technique is demonstrated with the aid of a numerical example in which a sample of a nondispersive Rayleigh wave is digitally generated. This wave is idealized as a nonstationary stochastic wave with two‐dimensional spatial nonhomogeneity consistent with Lotung, Taiwan densearray data. The proposed model is useful for the seismic‐response analysis of such large‐scale structures extending over a wide spatial area such as water‐transmission and gas‐distribution systems and long‐span bridges.
    publisherAmerican Society of Civil Engineers
    titleSimulation of Seismic Ground Motion Using Stochastic Waves
    typeJournal Paper
    journal volume115
    journal issue12
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1989)115:12(2723)
    treeJournal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 012
    contenttypeFulltext
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