Vibrations of the three-layer shell with dampingK. Cabańska-Płaczkiewicz
In this paper the analytical method has been used for solving the problem of vibrations of the three-layer shell with damping. External layers are modelled as the MINDLIN shells and the internal layer possesses the characteristics of a viscoelastic one-directional WINKLER foundation. Small transverse vibrations of the three-layer shell with damping is excited by the dynamical non-uniform loading moving at the constant velocity $v*$. Numerical results are presented in the diagrams.
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