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contributor authorZ. S. Liu
contributor authorD. J. Wang
contributor authorS. H. Chen
contributor authorD. T. Song
contributor authorC. Huang
date accessioned2017-05-09T00:18:24Z
date available2017-05-09T00:18:24Z
date copyrightFebruary, 2005
date issued2005
identifier issn1048-9002
identifier otherJVACEK-28872#103_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/132936
description abstractWe appreciate S. M. Shahruz for his interest in our paper and for the useful comments on the numerical method for solving the transformed system Ÿ(t)+eCt(Λ2−C2)e−CtY(t)=0,Display FormulaY(0)=X0, Ẏ(0)=CX0+Ẋ0As pointed out by Shahruz, the numerical method proposed in our paper is an approximate approach. The approximation comes from the assumption that the time-varying matrix eCt(Λ2−C2)eCt is time-invariant within short time duration jh<t<(j+1)h(j=0,1,2,[[ellipsis]],N) where h is the time step, i.e., Display FormulaeCt[Λ2−C2]e−Ct≈ejhC[Λ2−C2]e−jhC,jh<t<(j+1)hIn this way Eq. (1) is approximated by Display FormulaŸ(t)+ejhC[Λ2−C2]e−jhCY(t)=0Initial Conditions, jh<t<(j+1)hThe accuracy of this numerical approach depends on the time step length h. The shorter the time step length h is, the better the accuracy is.
publisherThe American Society of Mechanical Engineers (ASME)
titleClosure to “Discussion on ‘Vibration Analysis of Non-Classically Damped Linear Systems’ ” (2004, ASME J. Vib. Acoust., 126)
typeJournal Paper
journal volume127
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.1857927
journal fristpage103
identifier eissn1528-8927
keywordsVibration analysis
treeJournal of Vibration and Acoustics:;2005:;volume( 127 ):;issue: 001
contenttypeFulltext


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