# FSI Induced Oscillation of a Flexible Structures - Case LL1
#  Pereira Gomes & Lienhart
#
# Time-phase trace of the angle of the model front body
#
# Oscillation frequency (Hz): 6.38
#
# tpa[deg]     angle[deg]
   0.0          0.00
   5.0         -2.41
  10.0         -4.20
  15.0         -5.79
  20.0         -7.39
  25.0         -8.73
  30.0        -10.18
  35.0        -11.41
  40.0        -12.51
  45.0        -13.55
  50.0        -14.51
  55.0        -15.48
  60.0        -16.35
  65.0        -17.09
  70.0        -17.70
  75.0        -18.09
  80.0        -18.66
  85.0        -18.92
  90.0        -19.11
  95.0        -19.18
 100.0        -19.31
 105.0        -19.09
 110.0        -18.90
 115.0        -18.44
 120.0        -17.78
 125.0        -17.03
 130.0        -15.92
 135.0        -14.77
 140.0        -13.51
 145.0        -12.05
 150.0        -10.43
 155.0         -8.72
 160.0         -6.94
 165.0         -5.21
 170.0         -3.38
 175.0         -1.39
 180.0          0.44
 185.0          2.25
 190.0          4.06
 195.0          5.73
 200.0          7.25
 205.0          8.76
 210.0         10.33
 215.0         11.53
 220.0         12.83
 225.0         13.89
 230.0         14.81
 235.0         15.68
 240.0         16.49
 245.0         17.15
 250.0         17.73
 255.0         18.21
 260.0         18.57
 265.0         18.80
 270.0         18.91
 275.0         18.96
 280.0         19.00
 285.0         18.82
 290.0         18.68
 295.0         18.38
 300.0         17.98
 305.0         17.34
 310.0         16.56
 315.0         15.40
 320.0         14.20
 325.0         12.83
 330.0         11.17
 335.0          9.48
 340.0          7.84
 345.0          6.04
 350.0          4.32
 355.0          2.43