Goncharov Yevgenii Ye.
Research Associate of the Laboratory of Reinforced Concrete Mechanics №8 of NIIZhB named after A.A. Gvozdev of JSC RCC. Moscow, Russian Federation
During individual construction in seismic areas, the designer often has to solve problems that violate certain requirements of regulatory documentation on the configuration and number of storeys of the building, architectural and planning solutions of its internal and underground space. In this case, it is necessary to develop special technical conditions (STC) with compensating measures for these deviations, ensuring high seismic resistance of construction objects. The article considers the possibility of using the technology of plastic deformation of the bearing structural elements of the building to ensure the seismic resistance of the object, and also offers a method for assessing the degree of plastic work of the structure.