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    Diffraction of SH-Waves by Subsurface Inclusions of Arbitrary Shape

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    Author:
    Michael E. Manoogian
    ,
    Vincent W. Lee
    DOI: 10.1061/(ASCE)0733-9399(1996)122:2(123)
    Publisher: American Society of Civil Engineers
    Abstract: The weighted residual method was applied to the problem of scattering and diffraction of plane SH-waves by an underground inclusion of a different elastic medium and of arbitrary shape in a two-dimensional half-space. Results from the application of the weighted residual approach to the case of an underground circular inclusion closely approximate those obtained using the closed-form solution for underground inclusions. To demonstrate the versatility of the method, it was applied to inclusions of elliptical and square shape. It was shown that significant ground-motion amplification, with respect to the amplitude of the incident waves, occurred due to the presence of an inclusion or cavity. Amplifications were dependent on the size, shape, and depth of the inclusion as well as the frequency and angle of incidence of the incident waves. Amplification profiles for the lower-frequency incident waves were simple with peak values that did not differ significantly from 2, the value expected on the surface of a uniform half-space. As the frequency is increased, amplification profiles become more complicated with worst-case values exceeding 7 for elliptical-shaped inclusions.
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      Diffraction of SH-Waves by Subsurface Inclusions of Arbitrary Shape

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    http://yetl.yabesh.ir/yetl1/handle/yetl/84351
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    contributor authorMichael E. Manoogian
    contributor authorVincent W. Lee
    date accessioned2017-05-08T22:37:50Z
    date available2017-05-08T22:37:50Z
    date copyrightFebruary 1996
    date issued1996
    identifier other%28asce%290733-9399%281996%29122%3A2%28123%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84351
    description abstractThe weighted residual method was applied to the problem of scattering and diffraction of plane SH-waves by an underground inclusion of a different elastic medium and of arbitrary shape in a two-dimensional half-space. Results from the application of the weighted residual approach to the case of an underground circular inclusion closely approximate those obtained using the closed-form solution for underground inclusions. To demonstrate the versatility of the method, it was applied to inclusions of elliptical and square shape. It was shown that significant ground-motion amplification, with respect to the amplitude of the incident waves, occurred due to the presence of an inclusion or cavity. Amplifications were dependent on the size, shape, and depth of the inclusion as well as the frequency and angle of incidence of the incident waves. Amplification profiles for the lower-frequency incident waves were simple with peak values that did not differ significantly from 2, the value expected on the surface of a uniform half-space. As the frequency is increased, amplification profiles become more complicated with worst-case values exceeding 7 for elliptical-shaped inclusions.
    publisherAmerican Society of Civil Engineers
    titleDiffraction of SH-Waves by Subsurface Inclusions of Arbitrary Shape
    typeJournal Paper
    journal volume122
    journal issue2
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1996)122:2(123)
    treeJournal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 002
    contenttypeFulltext
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