A comparative analysis of the results of the calculation schemes of a monolithic reinforced con-crete building with a given soil base using the classical method and taking into account the stage-by-stage construction in the MONOMAKH software package is presented. The method of performing the calculation is given, taking into account its features. The study is aimed at studying and comparing the stress-strain state of the grillage of a building with various variants of design schemes
Gabova et al. (Mon,) studied this question.
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