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Table 1 Near-fault motions

From: Seismic fragility analysis for tall pier bridges with rocking foundations

No. Events Year Magnitude Station PGA(g) PGV(cm/s) Tv(s)
E1 Parkfield 1966 6.1 Temblor 1.34 62.21 0.67
E2 San Fernando 1971 6.6 Pacoima dam 0.16 40.17 4.71
E3 Imperial valley-06 1979 6.5 Brawley airport 0.22 72.98 3.72
E4 EC County center FF 0.20 53.17 3.93
E5 EC Meloland overpass FF 0.27 58.42 2.92
E6 El Centro array #3 0.38 97.94 3.52
E7 El Centro array #4 0.44 123.96 3.26
E8 El Centro array #5 0.46 112.07 3.17
E9 El Centro array #6 0.57 72.18 5.17
E10 El Centro array #7 0.35 76.46 2.72
E11 El Centro array #8 0.23 75.08 3.85
E12 Holtville post office 1.30 79.96 0.80
E13 Westmorland fire sta 0.26 37.97 1.14
E14 Morgan hill 1984 6.2 Gilroy array #6 0.45 144.54 2.32
E15 Supersition hill 1987 6.6 El Centro Imp. Co. Cent 0.33 32.85 0.41
E16 Parachute Test Site 0.27 44.58 1.32
E17 Loma Prieta 1989 7.0 Gilroy - Gavilan Coll. 0.46 37.97 0.41
E18 Gilroy Array #1 0.37 46.37 2.16
E19 Gilroy Array #2 0.61 103.80 0.74
E20 Gilroy Array #3 0.32 58.33 1.67
E21 LGPC 0.37 73.03 1.19
E22 Saratoga - Aloha Ave 0.43 119.75 2.10
E23 Saratoga - W Valley Coll. 0.72 135.25 4.66
E24 Erzincan, Turkey 1992 6.7 Erzincan 0.45 100.68 2.54
E25 Landers 1992 7.3 Lucerne 0.43 76.29 1.28
E26 Northridge 1994 6.7 Jensen Filter Plant 0.71 119.91 1.26
E27 LA Dam 0.42 120.79 2.09
E28 Pacoima Dam (downstr) 0.85 146.33 1.06
E29 Sylmar - Converter Sta 0.75 127.84 2.59
E30 Sylmar - Olive View Med FF 0.30 56.61 1.31
E31 Kobe 1995 6.9 Kobe University 0.43 104.70 1.35
E32 OSAJ 0.13 41.14 5.75
E33 Port Island (0 m) 0.32 60.86 3.91
E34 Kocaeli 1999 7.4 Arcelik 0.19 53.73 4.54
E35 Duzce 0.51 213.31 12.8
E36 Gebze 0.47 348.82 10.2
E37 Chi-Chi 1999 7.6 TCU052 0.32 109.24 4.44
E38 TCU068 0.20 73.51 8.39
E39 TCU075 0.27 114.84 2.55
E40 TCU101 0.13 68.60 7.81