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

Table 6

Near-field ground motion records.

No.	Year	Earthquake	Station	Vs 30 (m/sec)	Comp.	Mechanism	Mw	PGA (g)	PGV (cm/s)	PGD (m)	R (km)
1	1995	Kobe	Kobe University	1043	90	Strike slip	6.9	0.311	30.88	0.074	0.9
2	1999	Kocaeli	Gebze	792	0	Strike slip	7.51	0.26	44.62	0.41	7.75
3	1992	Landers	Lucerne	1369	345	Strike slip	7.28	0.788	56.21	1.021	2.19
4	1989	Loma prieta	Lexington Dam, Los Gatos	1070	0	Reverse oblique	6.93	0.442	85.69	0.1733	3.22
5	1989	Loma prieta	Gilroy Array#1	1428.14	1090	Reverse oblique	6.93	0.484	32.48	0.156	8.84
6	1994	Northridge-01	Pacoima Dam (Downstr)	2016.13	PAC265	Reverse	6.69	0.433	30.11	0.054	4.92
7	1971	San Fernando	Pacoima Dam (upper left abut)	2016.13	254	Reverse	6.61	1.238	57.27	0.128	0