This analysis explores dynamic calculations of cyclic structures, indicating the potential of generalized forces method.
The problem of dynamic calculation of a cyclic structure in the form of a beam on rigid sup-ports loaded with regularly spaced point masses using the generalized forces method is considered. The replacement of inertial forces at the nodal points of cyclic and bicyclic structures with general-ized loads in the form of orthogonal polynomials makes it possible to reduce the system of equations and proceed to solving independent equations
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Konovalov et al. (2024) studied this question.
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