Open AccessThe building’s structural elements stress-strain state assessment taking into account soil consolidation (uniaxial task)
Author(s) -
К Н Сухина,
Uriy Vilgelm,
V. A. Vlasov,
K. A. Sukhin
Publication year - 2019
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/698/2/022003
Subject(s) - consolidation (business) , structural engineering , stiffness , stress–strain curve , space frame , geotechnical engineering , engineering , computer science , finite element method , accounting , business
This article discusses a comparative analysis of the building design results when calculating the final draft and taking into account the soil consolidation over time. The bases uneven effect deformations assessment was made on the elements’ stress state of the frame buildings erected under difficult ground conditions, which causes a rational stiffness diaphragms arrangement and the expansion joints in order to evenly distribute the efforts when choosing a space-planning solution.