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

Table 1

Results in the transverse direction under uniform excitation.

Motion	PGA(g)	Model	Peak drift(%)	Double peak drift(%)
W18	0.325	SMA	1.31	3.00
		RC	1.23	2.69
E18	0.387	SMA	1.31	3.41
		RC	1.23	2.96
E55&W55	0.375	SMA	1.88	4.98
		RC	1.70	4.20