Seismic Fragility Assessment of RC Plan-Asymmetric Wall-Frame Structures Based on the Enhanced Damage Model

Table 2

Information of the selected seismic ground motions.

Number	Magnitude	Time	Earthquake name	PGA	PGV	PGV/PGA	Member
1	6.5	1979	Imperial valley-06	0.439	109.8	0.255	E06230
2	6.5	1987	Superstitn Hills (B)	0.455	112.0	0.251	PTS225
3	6.7	1994	Northridge-01	0.604	78.2	0.132	SYL090
4	6.9	1980	Irpinial, Italy-01	0.358	52.7	0.150	STU270
5	6.9	1989	Loma Prieta	0.324	42.6	0.134	STG090
6	7.0	1992	Cape Mendocino	0.662	89.7	0.138	PET090
7	7.3	1992	Landers	0.721	97.6	0.138	LCN275
8	6.7	1994	Northridge-01	0.838	166.1	0.202	RRS228
9	6.7	1992	Erzican, Turkey	0.515	83.9	0.166	ERZ-NS
10	7.1	1999	Duzce, Turkey	0.535	83.5	0.159	DZC270
11	7.1	1999	Hector Mine	0.306	34.21	0.114	HECTOR/HEC090
12	7.4	1990	Manjil, Iran	0.505	43.78	0.088	MANJIL/ABBAR-T
13	7.1	1999	Duzce, Turkey	0.822	62.1	0.077	DUZCE/BOL090
14	7.5	1999	Kocaeli, Turkey	0.358	46.4	0.132	KOCAELI/DZC090
15	7.5	1999	Kocaeli, Turkey	0.249	29.5	0.121	KOCAELI/ARC090
16	6.9	1995	Kobe, Japan	0.212	27.9	0.134	KOBE/SHI090
17	6.9	1995	Kobe, Japan	0.503	36.6	0.074	KOBE/NIS090
18	6.7	1994	Northridge	0.482	45.1	0.095	NORTHR/LOS270
19	6.7	1994	Northridge	0.516	62.8	0.124	NORTHR/MUL279
20	7.3	1992	Landers	0.417	42.3	0.103	LANDERS/CLW-TR

PGA—Peak Ground Acceleration; PGA—Peak Ground Velocity.