# FSI Induced Oscillation of Rigid Structures - CC Model # Pereira Gomes & Lienhart # # Time-phase trace of the angle of the model # # Oscillation frequency: 5.08 Hz +/-1.3% # # tpa[deg] angle[deg] 0.0 0.00 5.0 -1.56 10.0 -3.01 15.0 -4.47 20.0 -5.90 25.0 -7.30 30.0 -8.62 35.0 -9.86 40.0 -10.99 45.0 -11.99 50.0 -12.87 55.0 -13.60 60.0 -14.20 65.0 -14.67 70.0 -15.01 75.0 -15.23 80.0 -15.33 85.0 -15.32 90.0 -15.20 95.0 -14.98 100.0 -14.67 105.0 -14.27 110.0 -13.78 115.0 -13.21 120.0 -12.55 125.0 -11.83 130.0 -11.03 135.0 -10.15 140.0 -9.21 145.0 -8.21 150.0 -7.16 155.0 -6.05 160.0 -4.89 165.0 -3.67 170.0 -2.38 175.0 -1.04 180.0 0.36 185.0 1.79 190.0 3.25 195.0 4.70 200.0 6.13 205.0 7.51 210.0 8.82 215.0 10.04 220.0 11.16 225.0 12.15 230.0 13.01 235.0 13.73 240.0 14.32 245.0 14.78 250.0 15.12 255.0 15.34 260.0 15.43 265.0 15.42 270.0 15.30 275.0 15.08 280.0 14.76 285.0 14.36 290.0 13.87 295.0 13.31 300.0 12.66 305.0 11.94 310.0 11.15 315.0 10.29 320.0 9.37 325.0 8.39 330.0 7.35 335.0 6.26 340.0 5.10 345.0 3.89 350.0 2.60 355.0 1.26 360.0 0.00