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contributor authorYongxin Yang
date accessioned2017-05-08T23:21:31Z
date available2017-05-08T23:21:31Z
date copyrightJanuary, 1985
date issued1985
identifier issn1048-9002
identifier otherJVACEK-28964#53_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/100600
description abstractA method of identifying natural frequencies and associated damping ratios of a structure from its free decay response is presented. The method is based on the Prony’s algorithm with which the idea of using an oversized math model as in ITD to reduce the noise effect is incorporated. Two approaches are proposed for use in distinguishing the true poles from the extraneous poles introduced by oversizing the eigenmatrix. The simulated experiments on a cantilever beam show high efficiency of the method in reducing the noise effect on the identification results under extremely noisy conditions.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Time Domain Identification Technique: The Oversized Eigenmatrix (OEM) Method
typeJournal Paper
journal volume107
journal issue1
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.3274716
journal fristpage53
journal lastpage59
identifier eissn1528-8927
keywordsCantilever beams
keywordsPoles (Building)
keywordsNoise (Sound)
keywordsAlgorithms
keywordsDamping AND Frequency
treeJournal of Vibration and Acoustics:;1985:;volume( 107 ):;issue: 001
contenttypeFulltext


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