Նոր կինեմատիկ սեյսմամեկուսիչ հենարանի կիրառման արդյունավետության գնահատում

Abstract

A new seismic isolation kinematic support is presented along with an analytical framework for its computing analysis. Based on the analytical study, a numerical evaluation of the seismic isolation bearing’s components as a unified system has been conducted to determine its optimal application. All calculations were performed considering vertical loads, utilizing the finite element method for the numerical analysis. The data obtained from the analysis indicate that the seismic isolation bearing is suitable for a comprehensive dynamic load impact study. It is recommended to consider the applicability of the developed calculation model in structures.