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FREE VIBRATIONS OF A VERTICAL SUPPORT COMPRISED OF THREE ORTHOTROPIC CYLINDRICAL PANELS REINFORCED WITH CROSS FIBERS IN CONTACT WITH VISCOUSLY ELASTIC SOIL

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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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Authors and Affiliations

  1. Azerbaijan University of Architecture and Construction (AUAC), AZ1073, Baku, Azerbaijan

    D. S. Ganiev

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  1. D. S. Ganiev
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Correspondence to D. S. Ganiev.

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Translated from Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2021, Vol. 62, No. 6, pp. 56-63. https://doi.org/10.15372/PMTF20210607.

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Ganiev, D.S. FREE VIBRATIONS OF A VERTICAL SUPPORT COMPRISED OF THREE ORTHOTROPIC CYLINDRICAL PANELS REINFORCED WITH CROSS FIBERS IN CONTACT WITH VISCOUSLY ELASTIC SOIL. J Appl Mech Tech Phy 62, 936–942 (2021). https://doi.org/10.1134/S0021894421060079

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  • DOI: https://doi.org/10.1134/S0021894421060079

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