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Prikladnaya Mekhanika i Tekhnicheskaya Fizika, 2021, Volume 62, Issue 6, Pages 56–63
DOI: https://doi.org/10.15372/PMTF20210607
(Mi pmtf71)
 

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, AZ1073, Baku, Azerbaijan
References:
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.
Keywords: bridge supports, natural vibrations, Hamilton's least-action principle.
Received: 16.12.2019
Revised: 18.08.2020
Accepted: 31.08.2020
English version:
Journal of Applied Mechanics and Technical Physics, 2021, Volume 62, Issue 6, Pages 936–942
DOI: https://doi.org/10.1134/S0021894421060079
Bibliographic databases:
Document Type: Article
UDC: 539.3
Language: Russian
Citation: D. S. Ganiev, “Free vibrations of a vertical support comprised of three orthotropic cylindrical panels reinforced with cross fibers in contact with viscously elastic soil”, Prikl. Mekh. Tekh. Fiz., 62:6 (2021), 56–63; J. Appl. Mech. Tech. Phys., 62:6 (2021), 936–942
Citation in format AMSBIB
\Bibitem{Gan21}
\by D.~S.~Ganiev
\paper Free vibrations of a vertical support comprised of three orthotropic cylindrical panels reinforced with cross fibers in contact with viscously elastic soil
\jour Prikl. Mekh. Tekh. Fiz.
\yr 2021
\vol 62
\issue 6
\pages 56--63
\mathnet{http://mi.mathnet.ru/pmtf71}
\crossref{https://doi.org/10.15372/PMTF20210607}
\elib{https://elibrary.ru/item.asp?id=47402203}
\transl
\jour J. Appl. Mech. Tech. Phys.
\yr 2021
\vol 62
\issue 6
\pages 936--942
\crossref{https://doi.org/10.1134/S0021894421060079}
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