This paper develops the numerical algorithm used to solve the equation of motion for the planar flexural forced
vibration of the cantilever beam. The partial differential equation is first discretized in the spatial coordinate
using Galerkin's weighted residual method.Then, the equation is discretized in the time domain using the Newmark technique and a numerical algorithm is used to calculate the nonlinear response of the beam
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Author Name: 1 Prof. Vyankatesh S. Kulkarni
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Keywords: motion,vibration
ISSN: 2394-3696
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