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    Forced Vertical Vibration of Rigid Discs with Arbitrary Embedment

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    Author:
    Ronald Y. S. Pak
    ,
    Alain T. Gobert
    DOI: 10.1061/(ASCE)0733-9399(1991)117:11(2527)
    Publisher: American Society of Civil Engineers
    Abstract: This paper is concerned with the investigation of the forced time‐harmonic vertical vibration of a rigid disc embedded at an arbitrary depth in a semi‐infinite medium. By virtue of transform methods, the generalized mixed boundary‐value problem is formulated as a set of dual integral equations, which, in turn, are reduced to a Fredholm equation of the second kind. With the aid of contour integration, the governing integral equation is solved numerically. Selected results for the complex compliance are presented to illustrate the various effects of embedment on the dynamic response. In addition to furnishing a unified view of the static and dynamic solutions for zero and infinite embedments, the present analysis reveals a dynamic boundary‐layer phenomenon, which is apt to be of interest to this class of problems in general.
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      Forced Vertical Vibration of Rigid Discs with Arbitrary Embedment

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    contributor authorRonald Y. S. Pak
    contributor authorAlain T. Gobert
    date accessioned2017-05-08T22:36:06Z
    date available2017-05-08T22:36:06Z
    date copyrightNovember 1991
    date issued1991
    identifier other%28asce%290733-9399%281991%29117%3A11%282527%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83396
    description abstractThis paper is concerned with the investigation of the forced time‐harmonic vertical vibration of a rigid disc embedded at an arbitrary depth in a semi‐infinite medium. By virtue of transform methods, the generalized mixed boundary‐value problem is formulated as a set of dual integral equations, which, in turn, are reduced to a Fredholm equation of the second kind. With the aid of contour integration, the governing integral equation is solved numerically. Selected results for the complex compliance are presented to illustrate the various effects of embedment on the dynamic response. In addition to furnishing a unified view of the static and dynamic solutions for zero and infinite embedments, the present analysis reveals a dynamic boundary‐layer phenomenon, which is apt to be of interest to this class of problems in general.
    publisherAmerican Society of Civil Engineers
    titleForced Vertical Vibration of Rigid Discs with Arbitrary Embedment
    typeJournal Paper
    journal volume117
    journal issue11
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1991)117:11(2527)
    treeJournal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    contenttypeFulltext
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