Free Vibrations of a Vertical Support Comprised of Three Orthotropic Cylindrical Panels Reinforced with Cross Fibers in Contact with Viscously Elastic Soil
D. S. Ganiev
Azerbaijan University of Architecture and Construction, Baku, AZ1073, Azerbaijan
Keywords: bridge supports, natural vibrations, Hamilton's least-action principle
Abstract
Natural vibrations of supports comprised of three cylindrical panels supported by ring elements and soil are under study. A system of equations describing the problem is constructed using Hamilton's least-action principle. A dependence between the frequency characteristics and the geometric parameters of the support is investigated.
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