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 under various ground motions. (a) Shear force of the pier bottom. (b) Bending moment of the pier bottom.</div>

Shock and Vibration

fig15

Figure 15

Figure 15: Influence of Soil-Structure Interaction on the Seismic Response of a Continuous Bridge with Friction Pendulum System 