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    Implicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
    Author:
    M. Rezaiee-Pajand
    ,
    J. Alamatian
    DOI: 10.1061/(ASCE)0733-9445(2008)134:6(973)
    Publisher: American Society of Civil Engineers
    Abstract: New implicit higher-order accuracy (IHOA) time integration, which uses constant time step, is presented for dynamic analysis. By defining weighted factors, current displacement and velocity are assumed to be functions of the accelerations in the several previous time steps. Then, the optimum weighted factors are determined so that displacement and velocity errors in the Taylor series are minimized. The IHOA is conditionally stable and by using the Routh–Hurwitz criterion, permissible time step is obtained. For numerical verification of the proposed technique, some linear and nonlinear dynamic systems from finite element and finite difference will be analyzed and the results are compared with common implicit methods such as Newmark-
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      Implicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis

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    https://yetl.yabesh.ir/yetl1/handle/yetl/35273
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    contributor authorM. Rezaiee-Pajand
    contributor authorJ. Alamatian
    date accessioned2017-05-08T21:00:37Z
    date available2017-05-08T21:00:37Z
    date copyrightJune 2008
    date issued2008
    identifier other%28asce%290733-9445%282008%29134%3A6%28973%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/35273
    description abstractNew implicit higher-order accuracy (IHOA) time integration, which uses constant time step, is presented for dynamic analysis. By defining weighted factors, current displacement and velocity are assumed to be functions of the accelerations in the several previous time steps. Then, the optimum weighted factors are determined so that displacement and velocity errors in the Taylor series are minimized. The IHOA is conditionally stable and by using the Routh–Hurwitz criterion, permissible time step is obtained. For numerical verification of the proposed technique, some linear and nonlinear dynamic systems from finite element and finite difference will be analyzed and the results are compared with common implicit methods such as Newmark-
    publisherAmerican Society of Civil Engineers
    titleImplicit Higher-Order Accuracy Method for Numerical Integration in Dynamic Analysis
    typeJournal Paper
    journal volume134
    journal issue6
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2008)134:6(973)
    treeJournal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 006
    contenttypeFulltext
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