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SHAKE filenames: le.inp,2c.lnp,3e.inp,4c.inp <br /> 140 feet of refuse over 80 fat of sand over bedrock <br /> Time history developed by Geosyntec for MCE M=6.7 Saratoga avenue <br /> Time history developed by Geosyntec for MCE M=6.7 santa teresa hills <br /> Time history developed by Geosyntec for MCE M=6.7 corralitos eureka canyon road <br /> Time history developed by Geosyntec for MCE M=7.9 synthetic M8+(Seed and)driss,1969) <br /> Notes: <br /> GeoSymcc recommended that for spectral reasons,the time histories needed to be scaled up as follows: <br /> MCE M=1.9:bedrock acceleration to 0.108 <br /> MCE M=6.7:bedrock acceleration to 0.19g <br /> Layer Layer Unit SW Vel Material Description Acceleration Acceleration Acceleration Acceleration <br /> Number Thickness Weight G/Gmaz,Damping M=6.7 M=6.7 M=6.7 M=7.9 <br /> Saratoga Santa Teresa Corralitos Synthetic <br /> Ib.inp 2b.inp 3b.inp 4b.inp <br /> (feet) ( f) (fps) A)-3 <br /> O O ( ) <br /> I 10 75 650 refuse(Matasovic and Kavazan'ian.1998) 0.23 0.26 0.30 O.I5 <br /> 2 10 75 650 refuse(Matasovic and Kavazan'ian.1998) 0.21 0.25 0.29 0.14 <br /> 3 1 10 75 1 650 refuse(Matasovic and Kavazan'ian,1998) 0.18 0.25 0.26 0.13 <br /> 4 10 75 650 refuse(Matasovic and Kavazanjian,1998) 0.16 0.24 0.21 0.12 <br /> 5 10 75 650 refuse(Matasovic and Kavazan'ian,1998) 0.17 0.21 0.19 0.10 <br /> 6 10 75 675 refuse(Matasovic and Kavazan'ian,1998) 0.17 0.20 0.16 0.10 <br /> 7 10 75 750 refuse(Matasovic and Kavazan'ian,1998) 0.18 0.18 0.14 0.10 <br /> 8 10 75 775 refuse(Matasovic and Kavazanjian.1998) 0.18 0.15 0.11 0.10 <br /> 9 10 75 800 refuse(Matasovic and Kavazan'ian,1998) 0.18 0.14 0.19 0.10 <br /> 10 10 75 820 refuse(Matasovic and Kavazan'ian,1998) 0.17 0.14 0.20 0.10 <br /> 1 1 10 75 1 870 refuse(Matasovic and Kavazadian,1998) 0.16 f 0.15 0.20 0.09 <br /> 12 10 75 920 refuse(Matasovic and Kavazan'ian,1998) 0.16 0.16 0.19 0.10 <br /> 13 10 75 970 refuse(Matasovic and Kavazadian,1998) 0.16 0.16 0.18 0.10 <br /> 14 10 75 1050 refuse(Matasovic and Kavazaniian,1998) 0.16 0.15 0.15 0.10 <br /> 15 10 125 1000 sand(Vuccuc and Dobry.1991) 0.15 0.15 0.15 0.10 <br /> 16 10 125 1000 sand(Vuccuc and Dobry.1991) 0.15 0.14 0.16 0.10 <br /> 17 10 125 1000 sand(Vuccuc and Dobry.1991) 0.15 0.14 0.16 1 0.10 <br /> 18 10 125 1100 sand(Vucetic and Do ,1991) 0.150.14 0.16 0.08 <br /> 19 10 125 1 1100 sand(Vucetic and Dobry.1991) 0.16 0.14 0.16 0.08 <br /> 20 10 125 1 100 sand(Vucetic and Dobry.1991) 0.16 0.13 0.16 0.08 <br /> 21 10 125 1200 sand(Vuccuc and Dobry.199)) 0.15 0.15 0.15 0.08 <br /> 22 10 125 1200 sand(VuceticandDo ,1991) 0.15 0.15 0.15 O.OR <br /> 23 130 3000 bedrock 0.I9 0.19 0.19 0.10 <br /> P:UIIiadw.,,tE-d WMU-DORSHAKE�140 -opo 80'sa.-bc&-k.x], <br />