1 |
Chen, X., Li, Y., and Teng, B. (2007). Numerical and simplified methods for the calculation of the total horizontal wave force on a perforated caisson with a top cover. Coast. Engrg., Vol. 54, pp. 67-75.
DOI
ScienceOn
|
2 |
Chun, I. S., Park, W. S., and Lee, D. S. (1993). "Pressure distribution and caisson stability of perforated breakwaters." J. Korean Soc. Coast. Oc. Engrs., Vol. 5, No. 2, pp. 66-75 (in Korean).
과학기술학회마을
|
3 |
Cuomo, G., Allsop, W., Bruce, T. and Pearson, J. (2010a). "Breaking wave loads at vertical seawalls and breakwaters." Coast. Engrg., Vol. 57, pp. 424-439.
DOI
ScienceOn
|
4 |
Cuomo, G., Allsop, W., and Takahashi, S. (2010b). "Scaling wave impact pressures on vertical walls." Coast. Engrg., Vol. 57, pp. 604-609.
DOI
ScienceOn
|
5 |
De Gerloni, M. (1998). Forces on perforated structures: Proposal for a Goda modified formula. MAST III-PROVERBS-CT95-0041 Overall Workshop, Grenoble, France (in French).
|
6 |
Fugazza, M. and Natale, L. (1992). "Hydraulic design of perforated breakwaters." J. Wtrwy, Port, Coast. Oc. Engrg. Vol. 118, No. pp. 1, 1-14.
DOI
|
7 |
Goda, Y. (1974). "New wave pressure formula for composite breakwaters." Proc. 14th Int. Conf. Coast. Engrg., ASCE, pp. 1702-1720.
|
8 |
Jarlan, G.E. (1961). "A perforated vertical wall breakwater." The Dock and Harbor Auth., Vol. XII, No. 486, pp. 394-398.
|
9 |
Kakuno, S., Oda, K., and Liu, P.L.F. (1992). "Scattering of water waves by vertical cylinders with a backwall." Proc. 23th Int. Conf. Coast. Engrg. ASCE, pp. 1258-1271.
|
10 |
Korea Institute of Construction Technology (2000). Wave Reflection of Perforated-Wall Caisson Breakwaters (in Korean).
|
11 |
Liu, Y., Li, Y., Teng, B., Jiang, J., and Ma, B. (2008). "Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters." Coast. Engrg., Vol. 55, pp. 537-552.
DOI
ScienceOn
|
12 |
Huang, Z., Li, Y. and Liu, Y. (2011) "Hydraulic performance and wave loadings of perforated/slotted coastal structures: A review." Ocean Engrg., Vol. 38, pp. 1031-1053.
DOI
ScienceOn
|
13 |
Takahashi, S., Tanimoto, K., and Shimosako, K. (1993). "Experimental study on impulsive pressures on composite breakwaters." Report of P.H.R.I., Vol. 31, No. 5, pp. 33-72 (in Japanese).
|
14 |
Park, W. S., Chun, I. S., and Lee, D. S. (1993). "Hydraulic experiments for the reflection characteristics of perforated breakwaters." J. Korean Soc. Coast. Oc. Engrs., Vol. 5, No. 3, pp. 198-203 (in Korean).
과학기술학회마을
|
15 |
Tabet-Aoul, E. and Lambert, E. (2003). "Tentative new formula for maximum horizontal wave forces acting on perforated caisson." J. Wtrwy., Port, Coast. and Oc. Engrg., Vol. 129, No. 1, pp. 34-40.
DOI
ScienceOn
|
16 |
Takahashi, S., Shimosako, K., and Sasaki, H. (1991). "Experimental study on wave forces acting on perforated wall caisson breakwaters." Report of P.H.R.I., Vol. 30, No. 4, pp. 3-34 (in Japanese).
|
17 |
Takahashi, S. and Shimosako, K. (1994). "Wave pressure on a perforated wall caisson." Proc. Int. Conf. Hydro-tech. Eng. Port and Harbor Const. (HYDRO-PORT '94), pp. 747-764.
|
18 |
Tanimoto, K. and Takahashi, S. (1994). "Design and construction of caisson breakwaters-the Japanese experience." Coast. Engrg., Vol. 22, pp. 57-77.
DOI
ScienceOn
|
19 |
van der Meer, J.W., d'Angremond, K., and Juhl, J. (1994). "Probabilistic calculations of wave forces on vertical structures." Proc. 24th Int. Conf. Coast. Engrg., ASCE, pp. 1754-1767.
|
20 |
Zhu, D. and Zhu, S. (2010). "Impedance analysis of hydrodynamic behaviors for a perforated-wall caisson breakwater under regular wave orthogonal attack." Coast. Engrg. Vol. 57, pp. 722-731.
DOI
ScienceOn
|