Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System

<div>Comparison of the response amplitude of the pier bottom over the friction coefficient of FPS under ElCentro wave. (a) Shear force of the pier bottom. (b) Bending moment of the pier bottom.</div>

Shock and Vibration

fig12

Figure 12

Figure 12: Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System 