THE USE OF FRAME BUILDINGS OF MEDIUM HEIGHT WHEN DESIGNING IN SEISMICALLY ACTIVE ZONES

Abstract

This article deals with the numerical study of the work of a 5-story frame building with a core of torsion-malleable system rigidity, as well as a regular form in terms of the action of loads of a special combination, taking into account the seismic impact. Based on the results obtained in the process of numerical research of buildings, recommendations were issued, which are taken into account in the process of building design, to reduce the effect of seismic impact on the building.