Calculation of monolithic reinforced concrete slabs of high-rise residential complex taking into account physical nonlinearity
Автор: Babushkina D.R., Gryaznov S.Y., Utkina V.N.
Журнал: Огарёв-online @ogarev-online
Статья в выпуске: 6 т.9, 2021 года.
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The article presents the results of linear and nonlinear calculations of monolithic reinforced concrete floor slabs, obtained on the basis of a spatial model of the structural system of a high-rise residential complex. The formation of the model and general calculations by the finite element method were performed in the MONOMAKH-CAD software package.
High-rise building, structural system, monolithic reinforced concrete floor slabs, monomakh-cad software package, fem-calculation, physical nonlinearity, rigidity characteristics, elastic modulus
Короткий адрес: https://sciup.org/147250088
IDR: 147250088
