AmortiguamientoKpa=kg/m*s2sg
Joel Cruz: Joel Cruz:Suelo blando "SB", Suelo Granular "SG", Roca "R".Vs (m/s2)100Gmax=
Joel Cruz: Joel Cruz:Modulo de corte mximo

Gmax= /g Vs^21233.4352701325
Joel Cruz: Joel Cruz:kg/m3*m2/s2

(Kg/m*s^2)/1000Kpa (tn/m3)1.21G=
Joel Cruz: Joel Cruz:Modulo de corte

G= E/(2(1+))689.6551724138KpaE (MPA)20.456.508N4E3.064G/Gmax=
Joel Cruz: Joel Cruz:Nivel de deformacin de corte0.56Def. de cort. (%) =0.051Amort. (%) =7

Amort. (%) SB=
Joel Cruz: Joel Cruz:Amort.=Amortmax(1-(G/Gmax)

Amortmax=0.25 Amort. (%) SG=
Joel Cruz: Joel Cruz:Amort.=Amortmax(1-(G/Gmax)

Amortmax=0.2+0.1((Vs-200)/800)8

0.1

6.510.050.000.00000.000.006.5110.000.000.000.000.000.560.000.0500.00FALSE0.0000.00FALSE0.0000.560.050.051.000.000.000.000.000.000.000.000.00

660.0516.508x0.64x0.64x10.37x10.37

y0.03y5.1y10.1y19.8

770.18912.333x0.656x0.656x10.438x10.438

y0.1y9.8y10.3y115.5

730.9532.183x0.725x0.01x10.55x10.1

y0.1y1.5y11y13

Suelos BlandosModulus for clay (Seed and Sun, 1989) upper range and damping for clay (Idriss 1990)Strain (%)G/GmaxStrain (%)Damping (%)0.00011.00020.00010.240.00031.00010.00030.420.00110.0010.80.0030.9810.0031.40.010.9410.012.80.030.8470.035.10.10.6560.19.80.30.4380.315.510.23812130.1443.1625100.111028

Suelos ArenososModulus for sand (Seed & Idriss 1970) - Upper Range and damping for sand (Idriss 1990) - (about LRng from SI 1970)Strain (%)G/GmaxStrain (%)Damping (%)0.00011.00010.00010.240.000310.00030.420.0010.990.0010.80.0030.960.0031.40.010.850.012.80.030.640.035.10.10.370.19.80.30.180.315.510.0812130.05325100.0351028

RocaAttenuation of rock average and damping in rockStrain (%)G/GmaxStrain (%)Damping (%)0.00011.00010.00010.40.000310.0010.80.0010.98750.011.50.0030.95250.130.010.914.60.030.810.10.72510.55

Hoja1E5MPAN20v0.45N6029.2K2max61.5872689719m/s2 * kg/m3K2300.001sig0.0264084088kpaG=E/(2(1+v))1724.1379310345Gmax=220 k2 max (sigma m)^(1/2)vs120m/S2201.8348623853kpa101.971621Densidad1.5Tn/M32549.2905250.0138501326Gmax=Vs^2 (densidad del suelo)gmax= 2201.8348623853Kpa63.89718405160.783045977(sigma m)= (gmax/(220k2max))^2Sigma =0.0264084088827.3451516749252.17480223050.0002589821Vs=858.8413771921261.77485176821.1301820066G=1000K2 (sigma m)^(1/2)G =4875.1992663315G/Gmax=2.2141530001G=142N^0.78tsf501469.2366085534140.6910474532mpa0.783045977140691.047453167kpaG212132.034355964kpaGmax=65N1300124.4853011587mpa124485.301158671kpa96.3432989367