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

Table 3

Peak drift results of fault-rupture study in the transverse direction (%).

Case	Fault location	Model	Peak drift(%); Pier2/Pier3	Double input; peak drift(%); Pier2/Pier3
Case 1	Abut.1 and Pier 2	SMA	2.42/0.69	6.75/1.92
		RC	2.27/0.65	5.74/1.71
Case 2	Pier2 and Pier3	SMA	1.14/1.72	2.05/4.61
		RC	1.07/1.61	2.01/4.24
Case 3	Pier3 and Abut.4	SMA	0.67/2.81	1.97/8.21
		RC	0.63/2.52	1.80/7.72