The calculation of the stability of the equilibrium position required by the canceled
and current norms of earthquake-resistant construction, and the calculation of the dynamic
stability of various partial movements, the requirements for the necessity of which are absent
both in the proposals for the norms of the new generation and in the current norms of earthquake-resistant construction, are the main ones in the calculation and design of structures taking into account their interaction with the base. Special and emergency seismic loads are identified that create an emergency situation − the occurrence of a mode of beating or resonant vibrations, as well as parametric resonance and nonlinear vibrations that occur after the loss of stability of the position of structures.