Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
1 
Allsop, N. W. H., Vicinanza, D. and McKenna, J. E. (1996). Wave forces on vertical and composite breakwaters, HR Wallingford Report, SR 443.Allsop, N. W. H., Vicinanza, D. and McKenna, J. E. (1996). Wave forces on vertical and composite breakwaters, HR Wallingford Report, SR 443.Google Search
2 
Bergmann, H. and Oumeraci, H. (2000). “Wave loads on perforated caisson breakwaters.” Proc. 27th Int. Conf. Coast. Engrg, ASCE, pp. 1622-1635.Bergmann, H. and Oumeraci, H. (2000). “Wave loads on perforated caisson breakwaters.” Proc. 27th Int. Conf. Coast. Engrg, ASCE, pp. 1622-1635.Google Search
3 
Evans, D. V. (1990). “The use of porous screens as wave dampers in narrow wave tanks.” J. Engrg. Mech, Vol. 24, pp. 203-212.10.1007/BF00058466Evans, D. V. (1990). “The use of porous screens as wave dampers in narrow wave tanks.” J. Engrg. Mech, Vol. 24, pp. 203-212.DOI
4 
Franco, L., de Gerloni, M., Passoni, G. and Zacconi, D. (1998). “Wave forces on solid and perforated caisson breakwaters: comparison of field and laboratory measurements.” Proc. 26th Int. Conf. Coast. Engrg, ASCE, pp. 1945-1958.Franco, L., de Gerloni, M., Passoni, G. and Zacconi, D. (1998). “Wave forces on solid and perforated caisson breakwaters: comparison of field and laboratory measurements.” Proc. 26th Int. Conf. Coast. Engrg, ASCE, pp. 1945-1958.Google Search
5 
Isaacson, M., Baldwin, J., Allyn, N. and Cowdell, S. (2000). “Wave interactions with perforated breakwater.” J. Wtrwy. Port Coast. Ocean Engrg, Vol. 126, No. 5, pp. 229-235.10.1061/(ASCE)0733-950X(2000)126:5(229)Isaacson, M., Baldwin, J., Allyn, N. and Cowdell, S. (2000). “Wave interactions with perforated breakwater.” J. Wtrwy. Port Coast. Ocean Engrg, Vol. 126, No. 5, pp. 229-235.DOI
6 
Jarlan, G. E. (1961). “A perforated vertical wall breakwater.” The Dock and Harbor Authority, Vol. XII, No. 486, pp. 394-398.Jarlan, G. E. (1961). “A perforated vertical wall breakwater.” The Dock and Harbor Authority, Vol. XII, No. 486, pp. 394-398.Google Search
7 
Liu, Y., Li, Y. C., Teng, B., Jiang, J. J. and Ma, B. L. (2008). “Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters.” Coast. Engrg, Vol. 55, pp. 537-552.10.1016/j.coastaleng.2008.02.005Liu, Y., Li, Y. C., Teng, B., Jiang, J. J. and Ma, B. L. (2008). “Total horizontal and vertical forces of irregular waves on partially perforated caisson breakwaters.” Coast. Engrg, Vol. 55, pp. 537-552.DOI
8 
Losada, I. J., Losada, M. A. and Baquerizo, A. (1993). “An analytical method to evaluate the efficiency of porous screens as wave dampers.” Appl. Ocean Res, Vol. 15, pp. 207-215.10.1016/0141-1187(93)90009-MLosada, I. J., Losada, M. A. and Baquerizo, A. (1993). “An analytical method to evaluate the efficiency of porous screens as wave dampers.” Appl. Ocean Res, Vol. 15, pp. 207-215.DOI
9 
Oh, S. H., Ji, C. H., Oh, Y. M. and Jang S. C. (2013). “Comparison of wave pressure acting on the front wall according to the porosity of caisson breakwater having cap ot wave chamber.” J. Korean Soc. Civil Engrs, Vol. 33, No. 2, pp. 573-584 (in Korean).10.12652/Ksce.2013.33.2.573Oh, S. H., Ji, C. H., Oh, Y. M. and Jang S. C. (2013). “Comparison of wave pressure acting on the front wall according to the porosity of caisson breakwater having cap ot wave chamber.” J. Korean Soc. Civil Engrs, Vol. 33, No. 2, pp. 573-584 (in Korean).DOI
10 
Suh, K. D. and Park, W. S. (1995). “Wave reflection from perforated- Wall caisson breakwaters.” Coast. Engrg, Vol. 26, pp. 177-193.10.1016/0378-3839(95)00027-5Suh, K. D. and Park, W. S. (1995). “Wave reflection from perforated- Wall caisson breakwaters.” Coast. Engrg, Vol. 26, pp. 177-193.DOI
11 
Suh, K. D., Park, J. K. and Park, W. S. (2006). “Wave reflection from partially perforated-wall caisson breakwater.” Ocean Engrg, Vol 33, pp. 264-280.10.1016/j.oceaneng.2004.11.015Suh, K. D., Park, J. K. and Park, W. S. (2006). “Wave reflection from partially perforated-wall caisson breakwater.” Ocean Engrg, Vol 33, pp. 264-280.DOI
12 
Tabet-Aoul, E. and Lambert, E. (2003). “Tentative new formula for maximum horizontal wave forces acting on perforated caisson.” J. Wtrwy. Port Coast. Oc. Engrg, Vol. 129, No. 1, pp. 34-40.10.1061/(ASCE)0733-950X(2003)129:1(34)Tabet-Aoul, E. and Lambert, E. (2003). “Tentative new formula for maximum horizontal wave forces acting on perforated caisson.” J. Wtrwy. Port Coast. Oc. Engrg, Vol. 129, No. 1, pp. 34-40.DOI
13 
Takahashi, S. and Shimosako, K. (1994). “Wave pressure on a perforated wall caisson.” Proc. Int. Conf, Hydro-tech. Eng. Port Harbor Const (HYDRO-PORT '94), pp. 747-764.Takahashi, S. and Shimosako, K. (1994). “Wave pressure on a perforated wall caisson.” Proc. Int. Conf, Hydro-tech. Eng. Port Harbor Const (HYDRO-PORT '94), pp. 747-764.Google Search
14 
Takahashi, S., Tanimoto, K. and Shimosako, K. (1993). Experimental study of impulsive pressures on composite breakwaters – Fundamental features of impulsive pressure and the impulsive pressure coefficient, Rep. Port Harbour Res. Inst, Vol. 31, No. 5, pp. 33-72.Takahashi, S., Tanimoto, K. and Shimosako, K. (1993). Experimental study of impulsive pressures on composite breakwaters – Fundamental features of impulsive pressure and the impulsive pressure coefficient, Rep. Port Harbour Res. Inst, Vol. 31, No. 5, pp. 33-72.Google Search
15 
Tanimoto, K. and Takahashi, S. (1994). “Design and construction of caisson breakwaters – The Japanese experience.” Coast. Engrg, Vol. 22, pp. 57-77.10.1016/0378-3839(94)90048-5Tanimoto, K. and Takahashi, S. (1994). “Design and construction of caisson breakwaters – The Japanese experience.” Coast. Engrg, Vol. 22, pp. 57-77.DOI
16 
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.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.Google Search