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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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