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SHAKE filensme: 1s.fnp, Te.inp, 3s.inp, 4a.lnp <br />80 fen of sand over bedrock <br />Timm history developed by Geosyntc for MCE M=6.7 swwoga avenue <br />Time history developed by Geosymee for MCE M=6.7 sanu tereso hills <br />Time history dnrloped by Gcosyntee for MCE M=6.7 eorratiros eureka canyon road <br />Time history developed by Geosynt" for MCE h1=7_9 synthetic MR. (Seed and Idnss. 1969) <br />Notes: <br />GenS vnirc recommended thin for spcual reasons. the time histones needed io be scaled up is folio -s: <br />MCE Mel 9bedrock aecelention to 0.IOf <br />MCE M=6.7' bedr" xcelennon to 0.19g <br />Layet <br />Humbct <br />Layer <br />Thickness <br />(fury <br />Unit <br />Wcight <br />(.0 <br />SW Vet <br />(fps) <br />Mat mal Description <br />G/Gmaa. Damping <br />Aeeelention <br />M=6.7 <br />Sunofa <br />la.inp <br />O <br />Acedention <br />M=6.7 <br />Sano Teresa <br />2a.inp <br />O <br />Aculeration <br />M=6.7 <br />Corralitos <br />3a.inp <br />O <br />Acalcrnion <br />M=7.9 <br />Synihcde <br />43.inp <br />1 ) <br />1 <br />10 <br />123 <br />600 <br />sand (Vucctic and Dobry. 1991) <br />0.21 <br />0.21 <br />0.21 <br />0.14 <br />2 <br />10 <br />125 <br />600 <br />sand (Vucctic and E) 1991) <br />0.19 <br />0.20 <br />0.20 <br />0.13 <br />3 <br />10 <br />125 <br />600 <br />sand (Vucctic and Dobry. 1919 1) <br />0.16 <br />0.19 <br />0.18 1 <br />0.10 <br />a <br />10 <br />125 <br />700 <br />sand Vucctic and Dobry. 1991 <br />0.17 i <br />0.17 <br />0.14 <br />0.09 <br />S <br />10 <br />123 <br />700 <br />sand (Vucctic and Dobry. 1991) <br />0.16 <br />0.15 <br />0.18 <br />0.10 <br />6 <br />10 <br />125 <br />700 <br />and (Vucctic mW obr . 1991) <br />O.17 <br />0.13 <br />0.19 <br />0.10 <br />7 <br />10 <br />123 <br />800 <br />sand (Vsrmic and Dobry, 199)) <br />0.17 <br />0.18 <br />0.16 <br />1 <br />0.11 <br />g <br />10 <br />IIS <br />800 <br />sand (Vocetic and Dot". 1991) <br />0.16 <br />0.16 <br />6.16 <br />0.09 <br />9 <br />130 I <br />30DD <br />bedrock <br />O.I9 <br />0.19 <br />0.19 <br />0.10 <br />/0% /n/1740)5( /4n /"a = G - :7 <br />40010 /nV <br />C <br />P %An,Nwy,rVu, 4 WMtr•nr1HSH.AKlV0 e-0 - b,*wi,, s <br />