Abstract
This paper presents the results in 3D numerical modeling with finite elements of the stress-strain behavior of the constructions located on the deformable ground. Framed building with isolated footing was assumed as an investigated object. This article dwells on uncertainties of finite element (FE) modeling inherent to the groundmass models including adjustment of geometric dimensions, the setting of boundary conditions, assignment of deformation characteristics. The work shows the qualitative difference between the calculation results of a structure based on fixed support and the calculation on an elastic base with different deformation characteristics of the upper layer of soil. The results of numerical experiments have shown the ductility of the soil has a greater influence on the stress-strain behavior of frame corners. In this case, the values of the bending moments may differ significantly, especially for spans adjacent to the one within which the boundary of soil formation passes. If the soil deformation modulus of the bearing stratum differs by 2 or more times, it is necessary to provide for constructive measures aimed at reducing bending moments.
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Popova, A., Strakhov, D., Sinyakov, L. (2021). Numerical Analysis of Ground-Structure Interaction for Framed Building with Isolated Footings. In: Vatin, N., Borodinecs, A., Teltayev, B. (eds) Proceedings of EECE 2020. EECE 2020. Lecture Notes in Civil Engineering, vol 150. Springer, Cham. https://doi.org/10.1007/978-3-030-72404-7_30
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