Performance-Based Seismic Fragility and Residual Seismic Resistance Study of a Long-Span Suspension Bridge

Table 2

Characteristics of the earthquake ground motion histories.

ID no.	Year	Event	Station	PGA (g)	Sa (T1) (g)	Duration (s)
1	2013	LS, China	Lushan	1.026	0.0121	5.7
2	2008	WC, China	Wolong	0.978	0.0075	29.5
3	1999	CHI-CHI, China	TCU045	0.361	0.0251	11.8
4	1999	Kocaeli	YARIMCA	0.35	0.0900	15.8
5	1995	Kobe, Japan	KAKOGAWA	0.345	0.0218	13.2
6	1994	Northridge, America	CDMG 24278	0.568	0.0245	8.9
7	1992	Landers, America	SCE 24	0.78	0.1202	15.4
8	1989	Loma Prieta, America	CDMG 47381	0.367	0.0324	11.62
9	1983	Trinidad	CDMG 1498	0.194	0.0081	8.0
10	1979	Imperial Valley	USGS 5115	0.315	0.0396	8.4
11	1976	Friuli, Italy	TOLMEZZO	0.351	0.0082	4.2
12	1961	Hollister, America	USGS 1028	0.195	0.0087	16.3