Impact of Wall Configurations on Seismic Fragility of Steel-Sheathed Cold-Formed Steel-Framed Buildings

Table 3

Ground motions of LA 10%/50 yr ensemble.

No.	Record	Magnitude	Distance (km)	Duration (sec)	PGA (cm/sec^2)
LA01	Imperial Valley, 1940, El Centro	6.9	10	39.38	452.03
LA02	Imperial Valley, 1940, El Centro	6.9	10	39.38	662.88
LA03	Imperial Valley, 1979, Array #05	6.5	4.1	39.38	386.04
LA04	Imperial Valley, 1979, Array #05	6.5	4.1	39.38	478.65
LA05	Imperial Valley, 1979, Array #06	6.5	1.2	39.08	295.69
LA06	Imperial Valley, 1979, Array #06	6.5	1.2	39.08	230.08
LA07	Landers, 1992, Barstow	7.3	36	79.98	412.98
LA08	Landers, 1992, Barstow	7.3	36	79.98	417.49
LA09	Landers, 1992, Yermo	7.3	25	79.98	509.7
LA10	Landers, 1992, Yermo	7.3	25	79.98	353.35
LA11	Loma Prieta, 1989, Gilroy	7	12	39.98	652.49
LA12	Loma Prieta, 1989, Gilroy	7	12	39.98	950.93
LA13	Northridge, 1994, Newhall	6.7	6.7	59.98	664.93
LA14	Northridge, 1994, Newhall	6.7	6.7	59.98	644.49
LA15	Northridge, 1994, Rinaldi RS	6.7	7.5	14.945	523.3
LA16	Northridge, 1994, Rinaldi RS	6.7	7.5	14.945	568.58
LA17	Northridge, 1994, Sylmar	6.7	6.4	59.98	558.43
LA18	Northridge, 1994, Sylmar	6.7	6.4	59.98	801.44
LA19	North Palm Springs, 1986	6	6.7	59.98	999.43
LA20	North Palm Springs, 1986	6	6.7	59.98	967.61