# FSI Induced Oscillation of a Flexible Structures - Case TL1
#  Pereira Gomes & Lienhart
#
# Time-phase trace of the angle of the model front body
#
# Oscillation frequency (Hz): 4.45
#
# tpa[deg]     angle[deg]
   0.0          0.00
   5.0         -2.81
  10.0         -5.55
  15.0         -8.40
  20.0        -11.24
  25.0        -14.05
  30.0        -16.79
  35.0        -19.36
  40.0        -21.69
  45.0        -23.78
  50.0        -25.56
  55.0        -26.95
  60.0        -28.00
  65.0        -28.71
  70.0        -29.08
  75.0        -28.83
  80.0        -28.31
  85.0        -27.54
  90.0        -26.60
  95.0        -25.56
 100.0        -24.40
 105.0        -23.22
 110.0        -22.00
 115.0        -20.76
 120.0        -19.52
 125.0        -18.32
 130.0        -17.15
 135.0        -15.98
 140.0        -14.82
 145.0        -13.60
 150.0        -12.21
 155.0        -10.62
 160.0         -8.80
 165.0         -6.75
 170.0         -4.66
 175.0         -2.47
 180.0          0.00
 185.0          2.82
 190.0          5.58
 195.0          8.44
 200.0         11.29
 205.0         14.11
 210.0         16.86
 215.0         19.44
 220.0         21.78
 225.0         23.88
 230.0         25.67
 235.0         27.07
 240.0         28.12
 245.0         28.83
 250.0         29.20
 255.0         28.96
 260.0         28.43
 265.0         27.66
 270.0         26.72
 275.0         25.67
 280.0         24.51
 285.0         23.32
 290.0         22.09
 295.0         20.85
 300.0         19.60
 305.0         18.40
 310.0         17.22
 315.0         16.05
 320.0         14.88
 325.0         13.66
 330.0         12.26
 335.0         10.67
 340.0          8.84
 345.0          6.78
 350.0          4.68
 355.0          2.48