Evolution of the air cavity during a depressurized wave impact. II. The dynamic field
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[1] Odd M. Faltinsen,et al. Hydrodynamics of High-Speed Marine Vehicles , 2006 .
[2] T. Leighton. The Acoustic Bubble , 1994 .
[3] Masataro Hattori,et al. Wave impact pressure on vertical walls under breaking waves of various types , 1994 .
[4] Mark J. Cooker,et al. PRESSURE OSCILLATIONS DURING WAVE IMPACT ON VERTICAL WALLS , 1993 .
[5] Mark J. Cooker,et al. Reflection of a high-amplitude solitary wave at a vertical wall , 1997, Journal of Fluid Mechanics.
[6] Maurizio Brocchini,et al. Wave impact loads: The role of the flip-through , 2006 .
[7] M. Minnaert. XVI.On musical air-bubbles and the sounds of running water , 1933 .
[8] L. Brosset,et al. Influence of Density Ratio Between Liquid And Gas On Sloshing Model Test Results , 2009 .
[9] D. Peregrine. Water-wave impact on walls , 2003 .
[10] Maurizio Brocchini,et al. Evolution of the air cavity during a depressurized wave impact. I. The kinematic flow field , 2010 .
[11] C. Devin,et al. SURVEY OF THERMAL, RADIATION, AND VISCOUS DAMPING OF PULSATING AIR BUBBLES IN WATER , 1959 .
[12] N. Huang,et al. The empirical mode decomposition and the Hilbert spectrum for nonlinear and non-stationary time series analysis , 1998, Proceedings of the Royal Society of London. Series A: Mathematical, Physical and Engineering Sciences.
[13] H. Bredmose,et al. The ideal flip-through impact: experimental and numerical investigation , 2010 .
[14] Henrik Bredmose,et al. Violent breaking wave impacts. Part 1: Results from large-scale regular wave tests on vertical and sloping walls , 2007 .