1 |
김남형 . 고행식 (2007). SPH법을 이요한 물기둥 붕괴의 수치모의, 대한토목학회논문집, 제27권 제3-B호, pp.313-318
|
2 |
Monaghan, J.J. and Gingold, R.A. (1983). Shock Simulation by the particle method SPH, Journal of Computational Physics, 52, pp.374-389
DOI
ScienceOn
|
3 |
Gingold, R.A. and Monaghan, J.J. (1977), Smoothed Particle Hydrodynamics: Theory and Application to Non-spherical stars, Mon. Not. R. Astr. Soc., 181, pp, 375-389
DOI
|
4 |
Li, Y. and Raichlen, F. (2001). Solitary wave runup on plane slopes, Joumal of Waterway Port, Coastal and Ocean Engineering, 127, pp.33-44
DOI
ScienceOn
|
5 |
Monaghan, J.J. (1994). Simulating free surface flows with SPH, Journal of Computational Physics, 110, pp.399-406
DOI
ScienceOn
|
6 |
Takeda, H., Miyama, S.M. and Sekiya, M. (1994). Numerical simulation of viscous flow by smoothed particle hydrodynamics, Progress of Theoretical Physics, Vol. 92, No.5, pp.939-960
DOI
|
7 |
Kim, N.H. and Ko, H.S. (2008). Numerical Simulation on Solitary Wave Propagation and Run-up by SPH Method, KSCE Journal of Civil Engineering, Vol. 12, No.4, PP. 221-226
DOI
ScienceOn
|
8 |
Shao, S.D. and Lo, E.Y.M. (2003). Incompressible SPH method for simulating Newtonian and Non-Newtonian flows with a free Surface, Advance Water Resources, Vol.26 (7), pp.787-800
DOI
ScienceOn
|
9 |
Gomez-Gesteira, M. and Dalrymple, R.A. (2004). Using a 3D SPH method for wave impact on a tall structure, Journal of Waterway Port. Coastal Ocean Eng, Vol.130 (2), pp.63-69
DOI
ScienceOn
|
10 |
Dalrymple, R.A. and Kino, O. (2000). SPH Modeling of water waves, Proc. Coastal Dynrn., Lund 2000
|
11 |
Morris, J.P., Fox, P.J., and Zhu, Y. (1997). Modeling low Reynolds number incompressible flows using SPH, Journal of Computational Physics, 136, pp.214-226
DOI
ScienceOn
|
12 |
Hughes, S.A. (1993). Physical models and laboratory techniques in coastal engineering, World Scientific
|