“…These methods, as a rule, are based on the direct integration of the corresponding differential equations, on the use of variational approaches, and also on discrete methods, among which the most common is the finite element method (FEM). In particular, to analyse the stress-strained state of thin shells, a comparison is made in [4] of the effectiveness of algorithms for using stiffness matrices of finite elements of different dimensions. In this case, using the example of calculating a cylinder clamped along the ends, it is shown that the two-dimensional formulation in the calculations of thin shells is adequate and allows obtaining acceptable results with optimal expenditure of machine time.…”