Abstract: Evaluating the state of stress of a cylindrical shell based on elastic analysis originally involved a series of hypotheses concerning the conditions around it and the structural material used. All of these hypotheses ...

Abstract: The principal direction of inertia in the ultimate limit state under axial load and biaxial bending of a doubly symmetrical reinforced concrete section is not the same as the direction of the principal axis of symmetry. ...

Abstract: This work is devoted to the study of the beam method in cylindrical shells from a mathematical point of view. We mainly focus on the methodological contribution by the engineer G. Kazinczy, well known by his influence on ...