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There are considered forced vibrations of the systems of two fibrous concrete beams of rectangular cross-section. Beams are joined to each other and to fixed support by four reinforcing rods, simulating connection of girth rails of foundation beams. With the aim of result verification that were achieved in experimental way there was given the analytical solution of the problem using the method of decomposition by eigenmodes of vibrations. Herewith the system under consideration is approximating as a system with two degrees of freedom. It is noted that calculationsб based on proposed approach, had shown good coincidence with experimental data.

Forced vibrations of joined fibrous concrete beams at their approximation by system with two DOF