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SNAKE rdenames: lc.fnp,2eJnp,3elsrp,4c lnp <br /> 140 lett of n:fuse over 80 fat of sand over bedrock <br /> Time history developed by Geosyntoc for MCE M=6.7 sarmoga avenue <br /> Time history developed by Geosyntec for MCE M=6J saw icresa hips <br /> ® Time history developed by Geosyntee for MCE M=6.7 eonalitos eureka canyon road <br /> Time history developed by Geosyntec for MCE M=79 synthetic M8+(Sad and ldriss,1969) <br /> Notes: <br /> GeoSyntec recommendcd that for spectral reasons.the time histories needed to be sca)cd up as follows: <br /> MCE M=7.9:bedrock acceleration io OJOg <br /> MCE M=6.7:bedrnck acceleration to 0.19g <br /> L.sycr Layer Unit SW Vel Material Description Acceleration Acceleration Aeulaation Acceleration <br /> Number Thickness Weight GIGrrma,Damping M=6.7 M=6.7 M=6.7 M=7.9 <br /> Saratoga Santa Tessa Corralitos Synthetic <br /> Ib.iop 2b.inp 3binp 4b.inp <br /> (feet) ( q (t:) () O () ( <br /> t 10 75 650 lrcfwc(Matasovie and Kavaanian.1998) 011 V 1 0-26 ve, 0.30 O.JS <br /> 2 10 71 650 refuse(Matmovic and Kava2an' ,)998) 01) 0.25 0.29 0.14 <br /> 3 10 75 1 650 refuse(Mawovie atnd Kavaan' f 998) 0.18 0.25 0.26 0.13 <br /> 4 t0 75 650 refWt(Matasovic and Kayum" 1998) 0.16 014 0.21 0.12 <br /> S 10 75 650 refUSe(Maasavic and Kavaan"an:1998 0.17 0-21 0.19 0.)0 <br /> 6 10 75 675 refuse(Maasov(c and Kavaan ,1998 0.17 1 0.20 0.)6 0.10 <br /> 7 10 75 750 refuse(Matasovic and Ntvaaaniat,1998 0.)8 O.IB 0.14 0.10 <br /> 8 10 75 775 refuse(Maasovic and Kavaxai' 1998) 0.18 0.15 0.17 0.10 <br /> 9 10 73 800 refuse(Matasovic and Kavaan 1998) 0.19 0.14 0.19 1 0.10 <br /> 10 10 75 820 refuse(Mmasovie and Kavuan 1998) 0.17 0.14 0.20 0.10 <br /> I 1 10 75 870 Irefuse(Matuovic and gLn!mn' 1 0.16 0.15 0.20 0.09 <br /> 12 10 75 1 920 ref Le(Matasovic and Kavamiian,I M 016 0.16 1 0.19 0.10 <br /> 13 10 75 A 970 refuse(Mmasovic and Ka"mjian,1998) 1 0.16 i 0.16 0.18 0.10 <br /> 14 10 75 1050 rcfusc(Matasovic and Ka Tan,(998) i 0.16 0.15 0.15 0.10 <br /> IS 10 125 1000 sand(Vucc6c and Dobry,1991 0.13 0.15 0.15 0.10 <br /> 16 10 125 1000 sand(Vuccdc and Dobq.)991) 0.15 0.14 0,16 Q)0 <br /> 17 1 10 1 125 1000 sand(Vucedc and Dobry,I99J) 0.15 0.14 0.16 0.10 <br /> IS 10 125 )too sand(Vitmieand Do ,1991) 0.15 0.14 0.16 0.08 <br /> 19 10 125 1100 sand(Vucetic and Dobry.1991) 0.16 0.14 0.16 0:08 <br /> 20 10 ►25 1)00 sand ucetic and Dobty,1991) 0.16 0.13 0.16 0.08 <br /> 21 10 125 1200 sand(Vueetic and Dobry.1991) 0.15 0.15 0.11 0.08 <br /> 22 IO 125 1200 sand(Vucetic and Dobry.1991) 0.)5 0.13 0-15 0.08 <br /> 23 130 ]000 bedrcek 0.19 0.19 0.19 0.10 <br /> PAAII swa..ef-« WM4-tb1ISMAKF1140 ret-men so-.a.l o w 4amortal. <br />