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

Table 5

Peak drift results of acceleration and displacement excitation in the longitudinal direction (%).

Case	Motion type	Model	Peak drift(%)	Double input; peak drift(%)
1	Acceleration	SMA	3.25	11.57
		RC	2.40	10.85
2	Displacement	SMA	0.331	0.684
		RC	0.329	0.588