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

Figure 2

Acceleration time histories of input ground motions. (a) El-Centro wave. (b) Taft wave. (c) Northridge wave. (d) Kobe wave. (e) San Fernando wave. (f) Tianjin wave.

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(b)

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(f)