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contributor authorLili Wang
contributor authorJinghui Zhang
contributor authorChao Wang
contributor authorShiyue Hu
date accessioned2017-05-09T00:11:53Z
date available2017-05-09T00:11:53Z
date copyrightApril, 2003
date issued2003
identifier issn1048-9002
identifier otherJVACEK-28865#170_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/129358
description abstractThe joint time-frequency analysis method is adopted to study the nonlinear behavior varying with the instantaneous response for a class of S.D.O.F nonlinear system. A time-frequency masking operator, together with the conception of effective time-frequency region of the asymptotic signal are defined here. Based on these mathematical foundations, a so-called skeleton linear model (SLM) is constructed which has similar nonlinear characteristics with the nonlinear system. Two skeleton curves are deduced which can indicate the stiffness and damping in the nonlinear system. The relationship between the SLM and the nonlinear system, both parameters and solutions, is clarified. Based on this work a new identification technique of nonlinear systems using the nonstationary vibration data will be proposed through time-frequency filtering technique and wavelet transform in the following paper.
publisherThe American Society of Mechanical Engineers (ASME)
titleTime-Frequency Analysis of Nonlinear Systems: The Skeleton Linear Model and the Skeleton Curves
typeJournal Paper
journal volume125
journal issue2
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.1545768
journal fristpage170
journal lastpage177
identifier eissn1528-8927
keywordsFiltration
keywordsDamping
keywordsNonlinear systems
keywordsSignals
keywordsTime-frequency analysis
keywordsStiffness AND Vibration
treeJournal of Vibration and Acoustics:;2003:;volume( 125 ):;issue: 002
contenttypeFulltext


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