INVESTIGATION OF THE STRESS-STRAIN STATE OF VOLUMETRIC-BLOCK STRUCTURES TAKING INTO ACCOUNT THE STAGES OF CONSTRUCTION
The study was carried out on the example of a 17-storey residential building with a technical underground and an attic. Comparison of the results of determining the forces and reinforcement of volume-block structures of the zero cycle on the elastic foundation of two calculation methods - taking into account the change in the design scheme of the building at the stages of its construction and without taking into account the stages of its construction is the purpose of the study. The analysis of the forces of volumetric-block structures and the selection of reinforcement were carried out. Recommendations and practical conclusions are given on the calculation of volume-block structural systems on an elastic foundation, taking into account changes in the design scheme of the building at the stages of its construction. The experience of the performed calculations can be used in the design of volume-block buildings.