Seismic Performance Evaluation of Double-Skin Semi-Base-Isolated Building Using Incremental Dynamic Analysis

Table 2

Properties of twenty-two ground motion records used.

Number	Event	Year	Station		(km)		PGA (g)
1	Cape Mendocino	1992	Fortuna fire	7.01	20.41	E	0.283
						N	0.333
2	Cape Mendocino	1992	Centerville beach	7.01	18.31	E	0.318
						N	0.477
3	Duzce, Turkey	1999	Lamont	7.14	11.46	E	0.131
						N	0.101
4	Friuli Italy-01	1976	Tolmezzo	6.5	15.82	E	0.357
						N	0.315
5	Imperial Valley-06	1979	Calipatria fire	6.53	24.60	E	0.128
						N	0.078
6	Imperial Valley-06	1979	Superstition mtn.	6.53	24.61	E	0.111
						N	0.202
7	Irpinia Italy-01	1980	Calitri	6.9	17.64	E	0.126
						N	0.136
8	Irpinia Italy-01	1980	Brienza	6.9	22.56	E	0.219
						N	0.183
9	Kobe Japan	1995	Kakogawa	6.9	22.5	E	0.24
						N	0.324
10	Kocaeli Turkey	1999	Duzce	7.51	15.37	E	0.312
						N	0.364
11	Landers	1992	Coolwater	7.28	19.74	E	0.284
						N	0.417
12	Loma Prieta	1989	Gilroy-historic bldg.	6.93	10.97	E	0.242
						N	0.285
13	Loma Prieta	1989	Sunnyvale-colton ave.	6.93	24.23	E	0.2072
						N	0.2073
14	Northridge-01	1994	Beverly hills	6.69	18.36	E	0.621
						N	0.45
15	Northridge-01	1994	Canyon country	6.69	12.44	E	0.404
						N	0.472
16	Chuetsu-oki	2007	Kubikiku Hyakken	6.8	22.18	N	0.253
						E	0.214
17	Chuetsu-oki	2007	Shiura Nagaoka	6.8	20.17	N	0.22
						E	0.23
18	San Fernando	1971	Lake Hughes#9	6.61	22.57	E	0.170
						N	0.143
19	San Fernando	1971	Pasadena-CIT Athenaeum	6.61	25.47	E	0.097
						N	0.110
20	Spitak Armenia	1988	Gukasian	6.77	23.99	E	0.200
						N	0.174
21	Superstition Hills-02	1987	Plaster city	6.54	22.5	E	0.136
						N	0.200
22	Superstition Hills-02	1987	Poe road	6.54	11.6	E	0.475
						N	0.286