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TECHNICAL PAPERS

Modal Overlap and Dissipation Effects of a Cantilever Beam with Multiple Attached Oscillators

[+] Author and Article Information
M. V. Drexel, J. H. Ginsberg

School of Mechanical Engineering, Georgia Institute of Technology, Atlanta, GA 30332

J. Vib. Acoust 123(2), 181-187 (Aug 01, 2000) (7 pages) doi:10.1115/1.1340624 History: Received June 01, 1999; Revised August 01, 2000
Copyright © 2001 by ASME
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References

Figures

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Strasberg’s discrete system model
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Continuous system model
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Frequency response to a unit harmonic force, (a) discrete model, (b) beam models
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Unit impulse response, light damping, σ=0.0005 and ζ=0.0025, (a) discrete model, (b) beam model
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Compartmentalization of the mechanical energy, light damping, σ=0.0005 and ζ=0.0025, (a) discrete model, (b) beam model
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Complex eigenvalues, light damping, σ=0.0005 and ζ=0.0025, (a) real parts, (b) imaginary parts
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Unit impulse response, heavy damping, σ=0.0005 and ζ=0.0625, (a) discrete model, (b) beam model
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Compartmentalization of the mechanical energy, heavy damping, σ=0.0005 and ζ=0.0625, (a) discrete model, (b) beam model

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