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

Figure 17

The response of Pier 2 and Pier 3 with double amplified motions: (a) and (b) base shear versus drift hysteresis curves; (c) and (d) relative drift of piers; (e) and (f) top displacement history of piers.

(a)

(b)

(c)

(d)

(e)

(f)