A solution is presented of the dynamical axisymmetric problem of elasticity theory for a cylinder of arbitrary length with given displacements on its curved and planar surfaces. The initial non-self-adjoint equations are converted into equivalent first order equations for an extended eigenvector by introducing certain auxiliary functions. Arbitrary displacements given on the flat endface of the cylinder are expanded in series of eigensolutions of the problem by using these eigenvectors. Final formulas are obtained for the expansion coefficients. As a particular case, the solution of the statics problem of a cylinder [1] follows for ω → 0. An analogous problem has been examined in [2] where it was reduced to solving an infinite system of equations. The numerical method for solving problems of such a class has been elucidated in [3].
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