METHOD OF ASSESSMENT OF STRESSDEFORMED CONDITION OF STRUCTURAL STRUCTURES ON THE BASIS OF SUBSYSTEMS METHOD

Abstract

he article considers a method for dynamic analysis of the interaction of the system "ground part  base  soil". The analysis of experimental data of the building, after action of seismic loading is used. The technique allows to solve dynamic problems taking into account physical nonlinearity. The problem of solving a dynamic problem in time by the method of subsystems is smoothed out. A practical example of calculating the reinforced concrete frame of a building in Odessa, taking into account the joint work of the foundationpilebuilding.