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TECHNICAL PAPERS

Dynamic Stiffness Formulation and Its Application for a Combined Beam and a Two Degree-of-Freedom System

[+] Author and Article Information
J. R. Banerjee

School of Engineering and Mathematical Sciences, City University, Northampton Square, London EC1V OHBe-mail: j.r.banerjee@city.ac.uk

J. Vib. Acoust 125(3), 351-358 (Jun 18, 2003) (8 pages) doi:10.1115/1.1569943 History: Received May 01, 2002; Revised December 01, 2002; Online June 18, 2003
Copyright © 2003 by ASME
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References

Figures

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Amplitudes of displacements and forces at the ends of a Bernoulli-Euler Beam in free vibration
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A two degree-of-freedom system kinematically connected to a beam element
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A clamped-clamped beam carrying a two degree-of-freedom spring-mass system
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The first three natural frequencies and mode shapes of the clamped-clamped beam carrying a two degree-of-freedom shown in Fig. 3
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The effect of spring stiffness on the fundamental natural frequency of the clamped-clamped beam carrying a two degree-of-freedom shown in Fig. 3
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A plane frame carrying a two degree-of-freedom spring mass system
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Coordinate system and notation for a Bernoulli-Euler beam
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End conditions for a Bernoulli-Euler beam in free vibration

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