Evaluation of Seismic Site Amplification Using 1D Site Response Analyses at Ba Dinh Square Area, Vietnam

Table 2

Selected earthquake ground motions.

No.	Earthquake name	Year	Station	Magnitude ()	Mechanism	(km)	(m/s)	PGA (g)
1	San Fernando	1971	Pasadena-Old Seismo lab	6.61	Reverse	21.5	969.07	0.205
2	Whittier Narrows-01	1987	Pasadena-CIT Kresge lab	5.99	Reverse oblique	18.12	969.07	0.112
3	Loma Prieta	1989	Piedmont Jr high school grounds	6.93	Reverse oblique	73	895.36	0.072
4	Loma Prieta	1989	Point Bonita	6.93	Reverse oblique	83.45	1315.92	0.072
5	Loma Prieta	1989	SF-Pacific heights	6.93	Reverse oblique	75.96	1249.86	0.062
6	Loma Prieta	1989	So. San Francisco_Sierra Pt.	6.93	Reverse oblique	63.15	1020.62	0.054
7	Northridge-01	1994	LA-Wonderland Ave	6.69	Reverse	20.29	1222.52	0.103
8	Northridge-01	1994	Vasquez rocks Park	6.69	Reverse	23.64	996.43	0.151
9	Chi-Chi_ Taiwan-05	1999	TTN042	6.20	Reverse	85.17	845.34	0.060
10	Umbria-03_ Italy	1984	Gubbio	5.60	Normal	15.72	922	0.067
11	Kobe_ Japan	1995	Kobe University	6.90	Strike-slip	0.92	1043	0.312
12	Chi-Chi_ Taiwan-05	1999	HWA002	6.20	Reverse	45.03	789.18	0.029