1 |
윤종태 (2001). '완전비선형 Boussinesq 방정식을 이용한 쇄파대의 파랑변형 모의', 한국해안.해양공학회지 제13권, 제4호, pp 296-308
|
2 |
윤종태 (2004). '수정완경사방정식의 타원형 수치모형', 한국해양공학회지, 제18권, 제4호, pp 40-45
|
3 |
Booij, N. (1983). 'A Note on the Accuracy of the Mild-slope Equation', Coastal Eng., Vol 7, pp 191-203
DOI
ScienceOn
|
4 |
Chamberlain, P.G. and Porter, D. (1995), 'The Modified Mild-slope Equation', J. Fluid Meeh., Vol 291, pp 393- 407
DOI
ScienceOn
|
5 |
Dong, P. and Al-Mashouk, M. (1989). 'Comparison of Transient and Steady State Wave Models for Harbour Resonance', Proc. Conf. on Hydraulic and Environmental Modeling of Coastal, Estuarine and River waters, Bradford, pp 233-244
|
6 |
Fletcher R. (1976). 'Conjugate Gradient Methods for Indefinite System', Lecture Notes in Math, Vol 506, pp 73-89
DOI
|
7 |
Massel, S.R. (1993). 'Extended Refraction-diffraction Equation for Surface Waves', Coastal Eng., Vol 19, pp 97-126
DOI
ScienceOn
|
8 |
Panchang, Y.G., Pearce, B.R., Wei, G. and Cushma-Roisin, B (1991). 'Solution of the Mild-slope Wave Problem by Iteration', Applied Ocean Res., Vol 13, pp 187-199
DOI
ScienceOn
|
9 |
Van der Vorst H.A. (1992). 'Bi-CGSTAB : A Fast and Smoothly Converging Variant of Bi-CG for the Solution of Nonsymmetrical linear Systems'. SIAM J. Sci. Stat. Comput. Vol 13, pp 631-644
DOI
|
10 |
Radder, A.C. (1979). 'On the Parabolic Equation Method for Water Wave Propagation', J. Fluid Meeh., Vol 95, pp 159-176
DOI
ScienceOn
|
11 |
Tsay, T.K. and Liu, P.L.-F. (1983). 'A Finite Element Model for Wave Refraction and Diffraction', Applied Ocean Research, Vol 5, No.1, pp 30-37
DOI
ScienceOn
|
12 |
Suh, K.D., Lee, C., Park, Y.H. and Lee, T.H. (2001). 'Experimental Rerification of Horizontal Two-dimensional Modified Mild-slope Equation Model', Coastal Eng., Vol 44, pp 1-12
DOI
ScienceOn
|
13 |
Li, B. (1994). 'A Generalized Conjugate Gradient Models for the Mild Slope Equation', Coastal Eng., Vol 23, pp 215-225
DOI
ScienceOn
|
14 |
Oliveira, F.S.B.F and Anastasion K. (1998). 'An Efficient Computational Model for Water Wave Propagation is Coastal Regions', Applied Ocean Research, Vol 20, pp 263-271
DOI
ScienceOn
|
15 |
Copeland, G.J.M. (1985). 'A Practical Alternative to the Mild-slope Wave Equation', Coastal Eng., Vol (9), pp 125-149
|
16 |
Suh, K.D., Lee, C. and Park, W.S. (1997). 'Time-dependent Equation for Wave Propagation on Rapidly Varying Topography', Coastal Eng., Vol 32, pp 91-117
DOI
ScienceOn
|
17 |
Berkhoff, J.C.W. (1972). 'Computation of Combined Refraction-Diffraction', Proc. 13th Coastal Eng. Conf., Vancouver, Vol 1, pp 471-490
|
18 |
Zhao, Y. and Anastasion, K. (1996), 'Modelling of Wave Propagation in the Nearshore Region Using the Mild-Slope Equation with GMRES-based Iterative Solvers', International Journal for Numerical Methods in Fluids, Vol 23, pp 397-411
DOI
ScienceOn
|
19 |
Houston, J.R. (1981). 'Combined Refraction and Diffraction of Short Waves Using the Finite Element Method', Applied Ocean Res., Vol 3, pp 163-170
DOI
ScienceOn
|
20 |
윤종태 (1993). 'CGM을 이용한 완경사방정식의 수치해석', 한국해안.해양공학회지, 제5권, 제2호, pp 84-90
|