sampleinput_linear_eq_elastic_1layer_halfspace.dat

# calculation mode :
#	    'sh-linear-elastic'
#       'sh-linear-viscoelastic'
#       'sh-linear-elastic-adv'
#       'sh-linear-viscoelastic-adv'
#       'linear-equivalent'
#       'non-linear'
sh-linear-equivalent
# input motion (unit in m/s^2); filetype (ascii); motion type (disp = displacement, vel = velocity, acc = acceleration)
ferndale2.asc ascii disp
# input type (outcrop or borehole)
outcrop
# G/Gmax and damping ratio file
GoverGmax.dat
# angle of indicidence (degree)
0.
# location of source
2
#number of TF relation
1
#TF relation (top layer, bottom layer)
1 2
# number of layer
2
#thickness(m) Vs(m/s^2) rho(kg/m^3) Qs Soil_Type
30. 400. 1500. 30. 1
0. 1000. 1500. 5000. -1