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 top over the friction coefficient of FPS under ElCentro wave. (a) Displacement of the pier top. (b) Acceleration of the pier top.</div>

Shock and Vibration

fig11

Figure 11

Figure 11: Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System 