TWO-DIMENSIONAL NONLINEAR SLOSHING ANALYSIS USING BOUNDARY ELEMENT METHOD
Author:
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1994/489/1994_489_111/_pdf
Reference27 articles.
1. 1) Longuet-Higgins, M. S. and Cokelet, E. D.: The deformation of steep surface waves on water I. A numerical method of computation, Proc. R. Soc. Lond. A., 350, pp. 1-26, 1976.
2. 2) Boutros, Y. Z. Anwar, M. N. and Tewfick, A. H.: Application of boundary integral equation method for modelling unsteady nonlinear water waves, Appl. Math. Modelling, Vol. 10, pp. 11-15, 1986.
3. 3) Vinje, T. and Brevig, P.: Numerical simulation of breaking waves, Adv. Water Resources, Vol. 4, pp. 77-82, 1981.
4. 4) Soh, W. K.: Boundary element technique for flow visualization studies of nonlinear water waves, Eng. Anal., Vol. 4, pp. 106-112, 1987.
5. 5) Douglas,G. et al.: Deep-water plunging breakers: a comparison between potential theory and experiments, J. Fluid Mech., Vol. 189, pp. 423-442, 1988.
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