A Comparative Study of Seismic Performance Evaluation of Reinforced Concrete Frame Structures Using Chinese and African Seismic Codes

Table 3

The earthquake ground motion characteristics data used for analysis.

Level	PGA (g)	Earthquake	Station	Year	Mw	EPD/km	Tg/s
Low	0.21	North Palm Springs	Morongo Valley	1986	6.0	10.1	1.90
	0.31	Whittier Narrows	E-Grand Avenue	1987	6.0	9.1	0.70
	0.29	Morgan Hill	Gilroy Array #6	1994	6.2	11.8	1.20
Moderate	0.48	Loma Prieta	Coyote Lake Dam	1989	6.9	21.8	0.65
	0.51	Loma Prieta	Saratoga-Aloha Avenue	1989	6.9	11.7	1.80
	0.59	North Palm Springs	5,070	1986	6.0	8.2	1.10
High	0.60	Coalinga	Pleasant Valley P.p	1983	5.8	17.4	0.65
	0.84	Northridge	Rinaldi	1994	6.7	7.1	1.05
	1.04	Cape Mendocino	Cape Mendono	1992	7.1	8.5	2.00