Civil engineering

Structural analysis according to the method of boundary elements of circular in terms of foundation construction

Authors

A. S. Morhun
Vinnytsia National Technical University ROR
O. V. Franchuk
Vinnytsia National Technical University ROR

Keywords

boundary element method circular footing

Abstract

Structural analysis of circular foundation of the building based on the calculated resiliently-plastic model which takes into account deviatoric and ball stress components and the nonlinear three-dimensional soil deformation when changing the degree of soil foundation compaction
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How to Cite

[1]
“Structural analysis according to the method of boundary elements of circular in terms of foundation construction”, Вісник ВПІ, no. 3, pp. 13–15, Nov. 2010, Accessed: Oct. 03, 2026. Available: https://visnyk.vntu.edu.ua/index.php/visnyk/article/view/1231

Author Biographies

A. S. Morhun, Vinnytsia National Technical University
завідувач кафедри промислового та цивільного будівництва
O. V. Franchuk, Vinnytsia National Technical University
студентка Інституту будівництва, теплоенергетики та газопостачання

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