Irrigation and Melioration


The development of methods for calculating the thin-walled elements of hydraulic structures (plate, shell, pipes) is an actual purpose.Boundary value solution of the problem consists of two stages. In the first stage, the “shooting” method determines the missing initial conditions; the second solves the Cauchy problem. The multilayer shells of revolution and circular frames design is an arbitrary composition. The initial system of integro-differential levels problem solution at first reduced a system of ordinary differential equations with complex coefficients. However, the analysis of any mechanical design should begin with the construction of a design model that adequately reflects the deformation of the real structure.

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1. Мавланов Т. Динамика вязкоупругих осесимметричных и призматических конструкций. Расчеты на прочность, М.Ж. Машиностроение, вып.28,1988,186-199 с. 2. Мяченков В.И., Мальцев В.П. Методы и алгоритмы расчета пространственных конструкций на ЭВМ. –М. М ашиностроение. – 1985,278 с. 3. Ярашов.Ж., Юлдашева.Ш., Мавланов.Т. Исследование динамики гидротехнических соору жений в виде оболочек конической формы // Журнал "Агро Илм"-Тошкент,-2014.-№3.-С.77-78.



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