Effect of Soil Classification on Seismic Behavior of SMFs considering Soil-Structure Interaction and Near-Field Earthquakes

Table 5

Far-fault ground motion records.

No.	Year	Earthquake	Station	Vs 30 (m/sec)	Comp.	Mechanism	Mw	PGA (g)	PGV (m/s)	PGD (cm)	R (km)
1	2003	San Simeon_CA	Diablo Canyon Power Plant	1100	H2	Reverse	6.52	0.046	0.087	5.55	37.92
2	1999	Duzce_Turkey	Lamont 1060	782	E	Strike slip	7.14	0.053	0.057	5.28	25.78
3	2004	Niigata_Japan	FKSH07	828	NS	Reverse	6.63	0.143	0.023	1.29	52.15
4	1999	Chi-Chi_Taiwan-06	HWA002	789.18	N	Reverse	6.3	0.032	0.03	1.36	47.81
5	2008	Iwate_Japan	MYGH04	849.83	NS	Reverse	6.9	0.22	0.054	3.24	40.42
6	1971	San Fernando	Pasadena-Old Seismo Lab	969.07	270	Reverse	6.61	0.204	0.12	1.35	21.5
7	1994	Northridge-01	Vasquez Rocks Park	996.43	0	Reverse	6.69	0.151	0.183	2.84	23.1