The Effect of Foundation Flexibility on Probabilistic Seismic Performance of Plan-Asymmetric Buildings with Different Strength Distributions

Table 4

The ground motion records used in this study.

No.	Earthquake name	Station name	Year	M	R (km)
1	San Fernando	LA-Hollywood Stor FF	1971	6.61	22.8
2	Loma Prieta	Gilroy Array #3	1989	6.93	12.8
3	Landers	Yermo Fire Station	1992	7.28	23.6
4	Duzce, Turkey	Bolu	1999	7.14	12.0
5	Northridge-01	Canyon Country-W Lost Cany	1994	6.69	12.4
6	Borah Peak	TRA-642 ETR Reactor Bldg	1983	6.88	79.6
7	San Fernando	Santa Felita Dam	1971	6.61	24.9
8	Irpinia, Italy-02	Sturno	1980	6.20	20.4
9	Loma Prieta	APEEL 10-Skyline	1989	6.93	41.9
10	Loma Prieta	WAHO	1989	6.93	17.5
11	Georgia, USSR	Ambralauri	1991	6.20	63.6
12	Loma Prieta	Gilroy Array #7	1989	6.93	22.7
13	Taiwan SMART1 (45)	SMART1 O10	1986	7.30	56.9
14	Irpinia, Italy-02	Bovino	1980	6.20	43.5
15	Coalinga-01	Parkfield-Cholame 12W	1983	6.36	55.8
16	N. Palm Springs	Winchester Page Bros R	1986	6.06	38.2
17	San Fernando	2516 Via Tejon PV	1971	6.61	55.2
18	Superstition Hills-02	Plaster City	1987	6.54	22.3
19	Superstition Hills-02	Superstition Mtn Camera	1987	6.54	15.6
20	Superstition Hills-02	Calipatria Fire Station	1987	6.54	27.0