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

Figure 9

Comparison of the dynamic responses of the pier bottom under ElCentro wave. (a) Shear force at the pier bottom. (b) Bending moment at the pier bottom. (c) Displacement at the pier bottom. (d) Acceleration at the pier bottom.

(a)

(b)

(c)

(d)