Free Vibration of Stepped Beamsby L. A. Bergman, Univ of Illinois, Urbana, United States,
J. Lee, Univ of Illinois, Urbana, United States,
Abstract: This paper addresses the free vibration of a stepped Euler-Bernoulli beam using dynamic flexibility methods. The characteristic equation of the system is derived, from which the system eigenvalues are found, and a concise expression is given for the system eigenfunctions. Several examples are discussed.
Subject Headings: Beams | Vibration | Eigenvalues | Girders
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