Open AccessThe results of determining the structural elements’ displacements when using various soil models and software systems
Author(s) -
O. G. Degtyareva,
S. M. Vasiliev
Publication year - 2020
Publication title -
iop conference series. materials science and engineering
Language(s) - English
Resource type - Journals
eISSN - 1757-899X
pISSN - 1757-8981
DOI - 10.1088/1757-899x/913/2/022051
Subject(s) - foundation (evidence) , base (topology) , nonlinear system , geotechnical engineering , structural engineering , software , stress–strain curve , work (physics) , computer science , stress (linguistics) , engineering , geology , finite element method , mathematics , mechanical engineering , mathematical analysis , physics , geography , linguistics , philosophy , archaeology , quantum mechanics , programming language
Taking into account the nonlinearity of the structures base soil work of the of the of during geotechnical calculation makes it possible to adequately determine the stress-strain state (SSS) of structural elements and, in general, the base - foundation - structure system.