Predicting the Dynamic Response of Friction Dissipative Foundations Using a Modified Newmark Model

This paper analyses the dynamic behaviour of a seismic isolation technology adopted for the foundation of the towers of two recent long-span bridges , consisting of a dissipative layer of granular soil placed at the contact of the foundation caisson with a group of foundation piles. The fundamental aspects of this isolation device is studies through a three-dimensional modified Newmark model that accounts for the multi-directionality of the seisme motion an dincludes a simplified description of the dynamic response of the superstructure. This simplified model is expressed in a rigorous non-dimensional formulation and is validated against the results of three-dimensional dynamic analyss of the soil-structure interaction for a specific case of a a suspension bridge. Taking advantage of the non-dimensional formulation of the simplified dynamic model , a parametric study of general validity is carried out that highlights the most significant factors influencing the performance of the dissifipative device.