# FSI Induced Oscillation of Rigid Structures - PC Model
#  Pereira Gomes & Lienhart
#
# Time-phase trace of the angle of the model
#
# Oscillation frequency: 2.49 Hz +/-1.8%
#
# tpa[deg]     angle[deg]
   0.0          0.00
   5.0         -3.97
  10.0         -7.40
  15.0        -10.37
  20.0        -13.00
  25.0        -15.22
  30.0        -16.97
  35.0        -18.45
  40.0        -19.82
  45.0        -20.98
  50.0        -21.93
  55.0        -22.82
  60.0        -23.62
  65.0        -24.30
  70.0        -24.90
  75.0        -25.45
  80.0        -25.87
  85.0        -26.21
  90.0        -26.50
  95.0        -26.70
 100.0        -26.83
 105.0        -26.87
 110.0        -26.83
 115.0        -26.61
 120.0        -26.18
 125.0        -25.54
 130.0        -24.70
 135.0        -23.66
 140.0        -22.37
 145.0        -20.80
 150.0        -18.93
 155.0        -16.69
 160.0        -14.03
 165.0        -10.96
 170.0         -7.53
 175.0         -3.85
 180.0          0.00
 185.0          4.08
 190.0          7.60
 195.0         10.60
 200.0         13.25
 205.0         15.50
 210.0         17.28
 215.0         18.76
 220.0         20.14
 225.0         21.33
 230.0         22.30
 235.0         23.18
 240.0         23.99
 245.0         24.66
 250.0         25.22
 255.0         25.68
 260.0         26.00
 265.0         26.27
 270.0         26.34
 275.0         26.34
 280.0         26.45
 285.0         26.36
 290.0         26.24
 295.0         26.08
 300.0         25.71
 305.0         25.14
 310.0         24.37
 315.0         23.33
 320.0         22.03
 325.0         20.51
 330.0         18.67
 335.0         16.46
 340.0         13.85
 345.0         10.84
 350.0          7.45
 355.0          3.81
 360.0          0.00