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    Nonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 008
    Author:
    Shuenn-Yih Chang
    DOI: 10.1061/(ASCE)0733-9399(2003)129:8(841)
    Publisher: American Society of Civil Engineers
    Abstract: A technique to evaluate the error propagation of the pseudodynamic testing of a nonlinear system is proposed. This technique mainly relies upon the introduction of the degree of nonlinearity to describe the variation of stiffness for each time step. The commonly used Newmark explicit method is chosen for this study and it is analytically proved that the upper stability limit is enlarged for the case of stiffness softening and is reduced for the case of stiffness hardening. These theoretical results are thoroughly confirmed with numerical examples. It is also theoretically and numerically verified that for each time step stiffness softening encounters less error propagation while stiffness hardening experiences more severe error propagation than for the stiffness invariant case. This is because stiffness softening results in the decrease of the natural frequency and the value of the degree of softening nonlinearity while stiffness hardening leads to the increase of the natural frequency and the value of the degree of hardening nonlinearity.
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      Nonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85776
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    contributor authorShuenn-Yih Chang
    date accessioned2017-05-08T22:40:09Z
    date available2017-05-08T22:40:09Z
    date copyrightAugust 2003
    date issued2003
    identifier other%28asce%290733-9399%282003%29129%3A8%28841%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85776
    description abstractA technique to evaluate the error propagation of the pseudodynamic testing of a nonlinear system is proposed. This technique mainly relies upon the introduction of the degree of nonlinearity to describe the variation of stiffness for each time step. The commonly used Newmark explicit method is chosen for this study and it is analytically proved that the upper stability limit is enlarged for the case of stiffness softening and is reduced for the case of stiffness hardening. These theoretical results are thoroughly confirmed with numerical examples. It is also theoretically and numerically verified that for each time step stiffness softening encounters less error propagation while stiffness hardening experiences more severe error propagation than for the stiffness invariant case. This is because stiffness softening results in the decrease of the natural frequency and the value of the degree of softening nonlinearity while stiffness hardening leads to the increase of the natural frequency and the value of the degree of hardening nonlinearity.
    publisherAmerican Society of Civil Engineers
    titleNonlinear Error Propagation Analysis for Explicit Pseudodynamic Algorithm
    typeJournal Paper
    journal volume129
    journal issue8
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2003)129:8(841)
    treeJournal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 008
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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