Diagnostics of stressed-strained state of framework monolithic structure applying the method of finite elements and method of boundary elements

Authors

  • A. S. Morhun
  • V. O. Popov
  • I. M. Met

Keywords:

intense-deformed condition, soil, numerical modeling, method of boundary elements

Abstract

The paper contains the description of the procedure aimed at building structure estimation taking into consideration the method of boundary elements for evaluation of interaction of foundations and soil base. Results of calculations, illustrating the combined actions evaluation are suggested.

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Abstract views: 160

Published

2010-11-12

How to Cite

[1]
A. S. Morhun, V. O. Popov, and I. M. Met, “Diagnostics of stressed-strained state of framework monolithic structure applying the method of finite elements and method of boundary elements”, Вісник ВПІ, no. 6, pp. 21–24, Nov. 2010.

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Section

Civil engineering

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