OPTIMAL DESIGN OF PREFABRICATED STRUCTURE OF CYLINDRICAL STELL CEILED WITH SEMISPHERICAL DOME

##article.authors##

  • Demur Tabatadze
  • Aleksandre Buachidze
  • Mikheil Robakidze

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https://doi.org/10.52340/building.2026.73.01.06

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spherical shell##common.commaListSeparator## cylindrical shell##common.commaListSeparator## differential equation##common.commaListSeparator## successive approximation##common.commaListSeparator## discontinuous solution

##article.abstract##

A calculation is given for a prefabricated cylindrical tank of piecewise constant thickness, covered by a hemispherical dome, with circular hinges along the guides. Thickness values ​​that satisfy the strength and rigidity conditions are found.

Sh. E. Mikeladze's theory is used to construct a discontinuous solution to the resolving differential equation of the problem.

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##submission.citations##

1. Mikeladze, M.Sh. Statics of Anisotropic Plastic Shells. Published by the Academy of Sciences of the Georgian SSR, Tbilisi, 1963.

2. Mikeladze, M.Sh. Some Problems of Structural Mechanics. Moscow-Leningrad, 1948.

3. Vlasov, V.Z. General Theory of Shells and Its Applications in Engineering. Moscow, 1949.

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2026-07-01

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