Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect

<div>The response of the Pier 3 under longitudinal acceleration excitation: (a) and (d) base shear versus drift hysteresis curves, (b) and (e) relative drift of piers, and (c) and (f) top displacement history of piers.</div>

Shock and Vibration

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Figure 10

Figure 10: Seismic Response of the Three-Span Bridge with Innovative Materials Including Fault-Rupture Effect 