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

Figure 14

Displacement history of the top column with double amplified motions: (a) Pier 2 in Case 1, (b) Pier 3 in Case 1, (c) Pier 2 in Case 2, (d) Pier 3 in Case 2, (e) Pier 2 in Case 3, and (f) Pier 3 in Case 3.

(a)

(b)

(c)

(d)

(e)

(f)