Seismic Fragility Analysis of Multispan Continuous Girder Bridges with Varying Pier Heights considering Their Bond-Slip Behavior

Table 2

Details of 10 ground motions.

Number	Name	Event	Time (year)	Site	PGA (g)	Magnitude (M)
1	RSN-138	Tabas, Iran	1978	Boshrooyeh	0.24	7.35
2	RSN-164	Imperial Valley-06	1979	Cerro prieto	0.37	6.53
3	RSN-286	Irpinia, Italy-01	1980	Bisaccia	0.25	6.9
4	RSN-776	Loma prieta	1989	Hollister-south&pine	0.32	6.93
5	RSN-827	Cape mendocino	1992	Fortuna-fortuna blvd	0.22	7.01
6	RSN-880	Landers	1992	Mission creek fault	0.31	7.28
7	RSN-1008	Northridge-01	1994	LA-W 15th st	0.32	6.69
8	RSN-1100	Kobe, Japan	1995	Abeno	0.31	6.9
9	RSN-4840	Chuetsu-oki, Japan	2007	Joetsu kita	0.30	6.8
10	RSN-6886	Darfield, New Zealand	2010	Canterbury aero club	0.35	7