APPLICATION OF MODERN SOFTWARE COMPLEXES FOR MODELING OF THE WORK OF DAMAGED STONE STRUCTURES

The article focuses on the problem of estimation of the residual rolling capacity and the reliability of the elements of the stone structures of the buildings and structures in the historical part of the cities, which are approaching the normative term of service. To prevent the destruction of existing buildings and structures and to optimize solutions related to the reinforcement and reconstruction of damaged structures, information on their residual capacity is required. The paper proposes a method for assessing residual carrying capacity in the software complex. The analysis by applying the proposed algorithm (non-destructive method) allows a real prognosis, the difference between the calculation results and the experimental research of the stone structures being 5%.