NUMERICAL STUDY OF THE STRESS-STRAIN STATE OF BUILDING STRUCTURES INTERACTING WITH A SUBSIDENCE BASE WITH ITSPARTIAL FIXATION
The influence of partial consolidation of subsidence ground on the coefficient of rigidity of the base and the stress-strain state (VAT) of structures interacting with the deformable base has been investigated in the article. The results of determining the VAT of the frameless building fragment under different schemes of base rigidity change in the plan have been presented and their analysis has been performed with the determination of the optimal scheme ensuring the permissible level of additional forces arising in the construction structures when residual subsidence properties have been realized.