The prediction according to the method of boundary elements inputs of circular pile silos field of grain dryer
Abstract
The circular foundation of silo is optimized according to the method of border elements. The methodology of calculation of bearing ability of circular grillage and circular pile field is brought. For comparison of work of pile in a clump and single pile on the method of border elements the nonlinear task of be-havior of single pile onloading is predicted.References
1. Бенерджи П. Методы граничных элементов в прикладных науках / П. Бенерджи, Р. Баттерфилд. — М. : Мир,
1984. — 494 с.
2. Моргун А. С. Комп’ютерні технології розрахунку фундаментних конструкцій на основі методу граничних еле-
ментів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. — Вінниця : УНІВЕРСУМ-Вінниця, 2002. — 162 с.
1984. — 494 с.
2. Моргун А. С. Комп’ютерні технології розрахунку фундаментних конструкцій на основі методу граничних еле-
ментів / А. С. Моргун, І. М. Меть, А. В. Ніцевич. — Вінниця : УНІВЕРСУМ-Вінниця, 2002. — 162 с.
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How to Cite
[1]
A. S. Morhun, O. V. Franchuk, and D. S. Dovhopol, “The prediction according to the method of boundary elements inputs of circular pile silos field of grain dryer”, Вісник ВПІ, no. 4, pp. 13–16, Aug. 2013.
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Civil engineering
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