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

Demur Tabatadze; Aleksandre Buachidze; Mikheil Robakidze

doi:10.52340/building.2026.73.01.06

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

Authors

Demur Tabatadze
Aleksandre Buachidze
Mikheil Robakidze

DOI:

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

Keywords:

spherical shell, cylindrical shell, differential equation, successive approximation, discontinuous solution

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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References

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.

Published

2026-07-01

How to Cite

Tabatadze, D., Buachidze, A., & Robakidze, M. (2026). OPTIMAL DESIGN OF PREFABRICATED STRUCTURE OF CYLINDRICAL STELL CEILED WITH SEMISPHERICAL DOME. Scientific-Technical Journal "BUILDING", 1(73). https://doi.org/10.52340/building.2026.73.01.06