OPTIMAL DESIGN OF PREFABRICATED STRUCTURE OF CYLINDRICAL STELL CEILED WITH SEMISPHERICAL DOME
DOI:
https://doi.org/10.52340/building.2026.73.01.06საკვანძო სიტყვები:
spherical shell, cylindrical shell, differential equation, successive approximation, discontinuous solutionანოტაცია
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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წყაროები
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.
ჩამოტვირთვები
გამოქვეყნებული
2026-07-01
როგორ უნდა ციტირება
Tabatadze, D., Buachidze, A., & Robakidze, M. (2026). OPTIMAL DESIGN OF PREFABRICATED STRUCTURE OF CYLINDRICAL STELL CEILED WITH SEMISPHERICAL DOME. სამეცნიერო-ტექნიკური ჟურნალი "მშენებლობა", 1(73), 27–33. https://doi.org/10.52340/building.2026.73.01.06
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