Abstract:
We study a damping beam construction on elastic supports. For this kind of a construction a general
mathematical model is deduced. The external load is a time-depending harmonic function. The corresponding
spectral problem contains the eigenvalue parameter in the boundary conditions. The variational formulations
of the considered boundary value problems are obtained. The dynamic stresses of the constructions are
determined using the finite element method and the method of normal shapes. Finally, the numerical results
related to the problem with practical applications are presented.