STUDY ON OSCILATION OF HIGH – RISE BUILDINGS SUBJECTED TO COERCIVE FORCES

Abstract

This paper studies two oscilation moduls. The first problem studies the oscillation of a foundation of a building. The foundation of the building is considered to be a flat block resting on the springs in two vertical and horizontal directions subjected to vertical coercive forces F(t). The second problem investigates the oscillation of a two-story building subjected to the force F(t) acting on the top floor of the building.