Общий подход к определению крутильной жесткости железобетонных элементов с трещинами

Abstract

The general approach to the defining of the torsion resistance of the reinforced concrete elements if the splits are present is described. The accent is made on the fact of the practical absence of the methods of determination of the torsion harshness of the elements made of reinforced concrete with the splits in them by the fact, that their bending resistance.