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    Accuracy of Time History Analysis of Impulses

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    Author:
    Shuenn-Yih Chang
    DOI: 10.1061/(ASCE)0733-9445(2003)129:3(357)
    Publisher: American Society of Civil Engineers
    Abstract: It was found that a very small time step might be needed in the step-by-step solution of the shock response from an impulse. In fact, this time step might be much smaller than the time step needed for accurate representation of the impulse and negligible period distortion. In this study, it is analytically verified that this difficulty arises from the discontinuity in the external force. In addition, a technique used to estimate the relative amplitude error caused by this discontinuity is also developed. In fact, the numerical accuracy of the shock response from a linear impulse is thoroughly explored in terms of both amplitude and period. Analytical results show that the numerical accuracy might be entirely dominated by amplitude distortion for an impulse with significant discontinuity in the external force. However, it is generally controlled by period distortion if there is no discontinuity in the external force. It is also found that amplitude distortion is not significantly affected by viscous damping. Guidelines for obtaining an accurate shock response from an impulse are proposed and thoroughly verified through numerical examples.
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      Accuracy of Time History Analysis of Impulses

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    contributor authorShuenn-Yih Chang
    date accessioned2017-05-08T20:58:37Z
    date available2017-05-08T20:58:37Z
    date copyrightMarch 2003
    date issued2003
    identifier other%28asce%290733-9445%282003%29129%3A3%28357%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34014
    description abstractIt was found that a very small time step might be needed in the step-by-step solution of the shock response from an impulse. In fact, this time step might be much smaller than the time step needed for accurate representation of the impulse and negligible period distortion. In this study, it is analytically verified that this difficulty arises from the discontinuity in the external force. In addition, a technique used to estimate the relative amplitude error caused by this discontinuity is also developed. In fact, the numerical accuracy of the shock response from a linear impulse is thoroughly explored in terms of both amplitude and period. Analytical results show that the numerical accuracy might be entirely dominated by amplitude distortion for an impulse with significant discontinuity in the external force. However, it is generally controlled by period distortion if there is no discontinuity in the external force. It is also found that amplitude distortion is not significantly affected by viscous damping. Guidelines for obtaining an accurate shock response from an impulse are proposed and thoroughly verified through numerical examples.
    publisherAmerican Society of Civil Engineers
    titleAccuracy of Time History Analysis of Impulses
    typeJournal Paper
    journal volume129
    journal issue3
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2003)129:3(357)
    treeJournal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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