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    Wave Attenuation in Viscoelastic Continuum with Fading Memory

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 008
    Author:
    Song‐tao Xue
    ,
    Jun Tobita
    ,
    Tetsuya Hanzawa
    ,
    Masanori Izumi
    DOI: 10.1061/(ASCE)0733-9399(1992)118:8(1597)
    Publisher: American Society of Civil Engineers
    Abstract: Viscous damping is often represented by dashpot in earthquake engineering. However, it is seen that the process of earthquake wave attenuation cannot be fully explained by such representation. The restrictions of dashpot can be substantially relieved by application of the linear theory of fading memory. The theoretical solution to the problem of wave propagation in the ground with fading memory, together with the attenuation property
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      Wave Attenuation in Viscoelastic Continuum with Fading Memory

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/83747
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    contributor authorSong‐tao Xue
    contributor authorJun Tobita
    contributor authorTetsuya Hanzawa
    contributor authorMasanori Izumi
    date accessioned2017-05-08T22:36:43Z
    date available2017-05-08T22:36:43Z
    date copyrightAugust 1992
    date issued1992
    identifier other%28asce%290733-9399%281992%29118%3A8%281597%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83747
    description abstractViscous damping is often represented by dashpot in earthquake engineering. However, it is seen that the process of earthquake wave attenuation cannot be fully explained by such representation. The restrictions of dashpot can be substantially relieved by application of the linear theory of fading memory. The theoretical solution to the problem of wave propagation in the ground with fading memory, together with the attenuation property
    publisherAmerican Society of Civil Engineers
    titleWave Attenuation in Viscoelastic Continuum with Fading Memory
    typeJournal Paper
    journal volume118
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1992)118:8(1597)
    treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 008
    contenttypeFulltext
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