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Job No: 01-3058-002-01-00 <br />Log No: 2-2662 <br />SEISMICITY FOR MAJOR FAULTS <br />TABLE 1 <br />Duration ofDistance (km)Maximum Probable Earthquake Maximum Credible Earthquake Strong Ground Modifiedand <br />MercalliMotiorFaultDirectionl 3 Peak 5 Repeat 6 4 5Peak Repeat (sec.)Intensity8MagAccel(g)Accel(g)Mag Accel(g)Accel(g)6 <br />Newport-Inglewood 7.4 SWZ 6.5 .30 .20 6.9 .35 .23 30 VI 11 <br />Whittier-Elsinore 20 NE 6.7 .21 .14 7.3 .25 .17 30 vIII <br />Palos Verdes 24 SW 6.4 .19 .13 7.0 .23 .15 25 vII <br />Malibu Coast/Santa 47 SW 6.6 .10 .10 6.9 .14 .14 23 VIIMonica/Raymond <br />Sierra Madre/San 55 NW 6.5 <br />Fernando <br />4 .08 .08 6.63 <br />.09 .09 15 VII <br />San Jacinto 62 NE 7,04 .10 .10 7.23 .11 .11 24 VII <br />San Andreas 68 NE 8.2 .15 .15 8.2 .15 .15 30 VII <br />1. Jennings, C.W., 1975 <br />2, Barrows, A.G., 1974 <br />3. Everndon, J.F., and Thomson, J.M., 1985 <br />4. Wesnousky, S.G., 1986 <br />5. Seed, H.B. and Idriss, I.M., 1982; and Seed, H.B. et al, 1975 <br />6. Ploessel, M.R. and Slosson, J.E., 1974 <br />7. Bolt, B.A., 1973 <br />8. Seismic Design for Nuclear Power Plants