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    Effects of Linearizing on Rocking-Block Toppling

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007
    Author:
    Robert H. Allen
    ,
    X. Duan
    DOI: 10.1061/(ASCE)0733-9445(1995)121:7(1146)
    Publisher: American Society of Civil Engineers
    Abstract: We report on the free and harmonically forced vibration responses of a rigid block rotating on a rigid surface. For free vibration, we compare the approximate quarter period for an initially open block with the exact quarter period, which we derive to be an elliptic integral of the first kind. The difference between the two periods increases as a block becomes less slender; however, the approximate solution improves as a function of an increasing initial rotation. The maximum error is 2.0% for a single segment of rotation for practical geometries. For harmonic excitation, we compare ensembles of time histories for linear and nonlinear responses. The poorly conditioned nature of the system emerges prominently when very small amplitude ( <10
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      Effects of Linearizing on Rocking-Block Toppling

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    https://yetl.yabesh.ir/yetl1/handle/yetl/32279
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    contributor authorRobert H. Allen
    contributor authorX. Duan
    date accessioned2017-05-08T20:55:59Z
    date available2017-05-08T20:55:59Z
    date copyrightJuly 1995
    date issued1995
    identifier other%28asce%290733-9445%281995%29121%3A7%281146%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32279
    description abstractWe report on the free and harmonically forced vibration responses of a rigid block rotating on a rigid surface. For free vibration, we compare the approximate quarter period for an initially open block with the exact quarter period, which we derive to be an elliptic integral of the first kind. The difference between the two periods increases as a block becomes less slender; however, the approximate solution improves as a function of an increasing initial rotation. The maximum error is 2.0% for a single segment of rotation for practical geometries. For harmonic excitation, we compare ensembles of time histories for linear and nonlinear responses. The poorly conditioned nature of the system emerges prominently when very small amplitude ( <10
    publisherAmerican Society of Civil Engineers
    titleEffects of Linearizing on Rocking-Block Toppling
    typeJournal Paper
    journal volume121
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1995)121:7(1146)
    treeJournal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 007
    contenttypeFulltext
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