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

Figure 8

Comparison of the dynamic responses of the main beam and the pier top under ElCentro wave. (a) Displacement of the main beam. (b) Acceleration of the main beam. (c) Displacement of the pier top. (d) Acceleration of the pier top.

(a)

(b)

(c)

(d)