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contributor authorWang Feng-Quan
contributor authorHan Xiao-Ling
contributor authorGuo Ying-Zheng
date accessioned2017-05-08T23:52:06Z
date available2017-05-08T23:52:06Z
date copyrightOctober, 1996
date issued1996
identifier issn1048-9002
identifier otherJVACEK-28834#663_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/117928
description abstractIn this paper, the analytical expressions of the dynamic compliances of both undamped and damped cantilever beams are found by the transfer funtion method. From these solutions, the phenomenon of “pseudo-resonance” of beams is discovered and defined. The characteristics of resonance and anti-resonance are investigated in detail. The resonance frequencies, anti-resonance frequencies and pseudo-resonance frequencies of the cantilever steel beam are also measured. The calculated results of these resonance characteristics are compared with the experimental ones.
publisherThe American Society of Mechanical Engineers (ASME)
titleAnalysis of the Characteristics of Pseudo-Resonance and Anti-Resonance
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.2888349
journal fristpage663
journal lastpage667
identifier eissn1528-8927
keywordsResonance
keywordsFrequency
keywordsSteel
keywordsCantilever beams AND Cantilevers
treeJournal of Vibration and Acoustics:;1996:;volume( 118 ):;issue: 004
contenttypeFulltext


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