Features of interaction of the construction works with a layered base under the influence of seismic loads

Abstract

The paper considers the problem of dynamic joint work of a structure with a base during seismic actions propagating from the level of a mountain massif through a layered group medium in the direction of the structure. The main attention is focused on the extreme case of vertically propagating transverse seismic waves, their reflections and transitions through the layered medium of the soil. Wave equations of elasticity theory are used to describe dynamic processes.