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 under various ground motions. (a) Displacement amplitude of the pier top. (b) Acceleration amplitude of the pier top.</div>

Shock and Vibration

fig14

Figure 14

Figure 14: Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System 