OPTIMUM DAMPING IN LINEAR ISOLATION SYSTEMS

Optimum isolation damping for minimum acceleration response of base-is olated structures subjected to stationary random excitation is investi gated. Three linear models are considered to account for the energy di ssipation mechanism of the isolation system: a Kelvin element, a linea r hysteretic element and a standard solid linear element, commonly use d viscoelastic models for isolation systems comprising natural rubber bearings and viscous dampers. The criterion selected for optimality is the minimization of the mean-square floor acceleration response. The effects of the frequency content of the excitation and superstructure properties on the optimum damping and on the mean-square acceleration response are addressed. The study basically shows that the attainable reduction in the floor acceleration largely depends on the energy diss ipation mechanism assumed for the isolation system as well as on the f requency content of the ground acceleration process. Special care shou ld be taken in accurately modelling the mechanical behaviour of the en ergy dissipation devices.