RANDOM VIBRATION OF DAMPED MODIFIED BEAM
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R.G. JACQUOT
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Article
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2000
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Elsevier Science
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English
β 179 KB
In the work presented here, a method is developed to predict the stationary random response of a beam which has been modi"ed by the attachment of a damped, lumped assembly of linear mechanical elements. The initial development treats a general beam system with attached linear elements. Two examples