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    Accurate Representation of External Force in Time History Analysis

    Source: Journal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 001
    Author:
    Shuenn-Yih Chang
    DOI: 10.1061/(ASCE)0733-9399(2006)132:1(34)
    Publisher: American Society of Civil Engineers
    Abstract: It is usually thought that the integration time step should be small enough to represent properly the variation of the dynamic loading with respect to time. However, there is no evaluation criterion that can be used to determine whether the external force is accurately represented. In this paper, criteria for accurate representation of external force are proposed based on analytical results. It is found that amplitude distortion both in the transient response and the steady-state response for each time step is closely related to the step discretization error of external force. In fact, for a negligible period distortion, an amplitude distortion will be less than 5% if the relative step discretization error is constrained to be less than 5% at each time step for the Newmark explicit method, Fox–Goodwin method, and linear acceleration method while for the constant average acceleration method it must be less than 2.5%. This criterion leads to the need of using of eight or more integration time steps to accurately represent a complete cycle of a harmonic loading for the Newmark explicit method, Fox–Goodwin method, and linear acceleration method while for the constant average acceleration method 12 or more integration time steps are required.
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      Accurate Representation of External Force in Time History Analysis

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    contributor authorShuenn-Yih Chang
    date accessioned2017-05-08T22:40:44Z
    date available2017-05-08T22:40:44Z
    date copyrightJanuary 2006
    date issued2006
    identifier other%28asce%290733-9399%282006%29132%3A1%2834%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/86151
    description abstractIt is usually thought that the integration time step should be small enough to represent properly the variation of the dynamic loading with respect to time. However, there is no evaluation criterion that can be used to determine whether the external force is accurately represented. In this paper, criteria for accurate representation of external force are proposed based on analytical results. It is found that amplitude distortion both in the transient response and the steady-state response for each time step is closely related to the step discretization error of external force. In fact, for a negligible period distortion, an amplitude distortion will be less than 5% if the relative step discretization error is constrained to be less than 5% at each time step for the Newmark explicit method, Fox–Goodwin method, and linear acceleration method while for the constant average acceleration method it must be less than 2.5%. This criterion leads to the need of using of eight or more integration time steps to accurately represent a complete cycle of a harmonic loading for the Newmark explicit method, Fox–Goodwin method, and linear acceleration method while for the constant average acceleration method 12 or more integration time steps are required.
    publisherAmerican Society of Civil Engineers
    titleAccurate Representation of External Force in Time History Analysis
    typeJournal Paper
    journal volume132
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2006)132:1(34)
    treeJournal of Engineering Mechanics:;2006:;Volume ( 132 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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