Article ID Journal Published Year Pages File Type
9640363 Journal of Sound and Vibration 2005 7 Pages PDF
Abstract
In this paper the free vibration frequencies of an Euler-Bernoulli tapered beam are deduced, in the presence of a concentrated mass at the end, and of a concentrated linear damper at an arbitrary section along the beam. The frequency equation is deduced and analytically solved in terms of Bessel functions.
Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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