# FSI Induced Oscillation of a Flexible Structures - Case LL2 # Pereira Gomes & Lienhart # # Time-phase trace of the angle of the model front body # # Oscillation frequency (Hz): 13.58 # # tpa[deg] angle[deg] 0.0 0.00 5.0 -1.84 10.0 -3.66 15.0 -5.39 20.0 -6.97 25.0 -8.36 30.0 -9.61 35.0 -10.77 40.0 -11.78 45.0 -12.73 50.0 -13.73 55.0 -14.65 60.0 -15.55 65.0 -16.45 70.0 -17.43 75.0 -18.28 80.0 -19.21 85.0 -20.06 90.0 -20.86 95.0 -21.60 100.0 -22.27 105.0 -22.76 110.0 -23.09 115.0 -23.32 120.0 -23.24 125.0 -22.92 130.0 -22.15 135.0 -20.89 140.0 -19.21 145.0 -17.26 150.0 -14.92 155.0 -12.49 160.0 -9.88 165.0 -7.26 170.0 -4.87 175.0 -2.45 180.0 -0.22 185.0 1.84 190.0 3.66 195.0 5.39 200.0 6.97 205.0 8.36 210.0 9.61 215.0 10.77 220.0 11.78 225.0 12.73 230.0 13.73 235.0 14.65 240.0 15.55 245.0 16.45 250.0 17.43 255.0 18.28 260.0 19.21 265.0 20.06 270.0 20.86 275.0 21.60 280.0 22.27 285.0 22.76 290.0 23.09 295.0 23.32 300.0 23.24 305.0 22.92 310.0 22.15 315.0 20.89 320.0 19.21 325.0 17.26 330.0 14.92 335.0 12.49 340.0 9.88 345.0 7.26 350.0 4.87 355.0 2.45