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Journal of the Korean Society of Civil Engineers

Journal of the Korean Society of Civil Engineers

ISO Journal TitleKSCE J. Civ. Environ. Eng. Res.
  • Open Access, Bi-monthly

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  3. 2013-07 (v.33 n.4)
  4. 10.12652/Ksce.2013.33.4.1455
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1 
10.1061/(ASCE)0733-950X(1992)118:1(1)Fugazza, M. and Natale, L. (1992). “Hydraulic design of perforated breakwaters.” J. of Waterway, Port, Coastal and Ocean Engineering, Vo. 118, No. 1, pp. 1-14.Fugazza, M. and Natale, L. (1992). “Hydraulic design of perforated breakwaters.” J. of Waterway, Port, Coastal and Ocean Engineering, Vo. 118, No. 1, pp. 1-14.DOI
2 
Jarlan, G. E. (1961). “A perforated vertical wall breakwater.” Dock and Harbour Authority XII, Vol. 486, pp. 394-398.Jarlan, G. E. (1961). “A perforated vertical wall breakwater.” Dock and Harbour Authority XII, Vol. 486, pp. 394-398.Google Search
3 
10.3741/JKWRA.2013.46.4.327Kim, Y. T. and Lee, J. I. (2013). “Estimation of optimal slit length of perforated wall below still water level: Single chamber condition.” J. of Korea Water Resources Association, Vol. 46, No. 4. pp. 327-334 (in Korean).Kim, Y. T. and Lee, J. I. (2013). “Estimation of optimal slit length of perforated wall below still water level: Single chamber condition.” J. of Korea Water Resources Association, Vol. 46, No. 4. pp. 327-334 (in Korean).DOI
4 
10.1016/j.coastaleng.2003.08.001Li, Y. C., Dong, G., Liu, H. and Sun, D. (2003). “The reflection of oblique incident waves by breakwaters with double-layered perforated wall.” Coastal Engineering, Vol. 50, pp. 47-60.Li, Y. C., Dong, G., Liu, H. and Sun, D. (2003). “The reflection of oblique incident waves by breakwaters with double-layered perforated wall.” Coastal Engineering, Vol. 50, pp. 47-60.DOI
5 
Liu, H. J., Liu, Y. and Li, Y. C. (2009). “The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill.” Acta Oceanologica Sinica, Vol. 28, No. 6, pp. 103-110.Liu, H. J., Liu, Y. and Li, Y. C. (2009). “The theoretical study on diagonal wave interaction with perforated-wall breakwater with rock fill.” Acta Oceanologica Sinica, Vol. 28, No. 6, pp. 103-110.Google Search
6 
10.1016/j.oceaneng.2007.03.004Liu, Y., Li, Y. C. and Teng, B. (2007). “The reflection of oblique waves by an infinite number of partially perforated caissons.” Ocean Engineering, Vol. 34, pp. 1965-1976.Liu, Y., Li, Y. C. and Teng, B. (2007). “The reflection of oblique waves by an infinite number of partially perforated caissons.” Ocean Engineering, Vol. 34, pp. 1965-1976.DOI
7 
Pyun, C. K. (1980). A study of wave forces acting on the perforated caisson type breakwater, Ph.D. Thesis, Seoul National University (in Korean).Pyun, C. K. (1980). A study of wave forces acting on the perforated caisson type breakwater, Ph.D. Thesis, Seoul National University (in Korean).Google Search
8 
10.1016/0378-3839(95)00027-5Suh, K. D. and Park, W. S. (1995). “Wave reflection from perforated- wall caisson breakwaters.” Coastal Engineering, Vol. 26, pp. 177-193.Suh, K. D. and Park, W. S. (1995). “Wave reflection from perforated- wall caisson breakwaters.” Coastal Engineering, Vol. 26, pp. 177-193.DOI
9 
10.1016/S0029-8018(99)00045-1Williams, A. N., Mansour, A. E. M. and Lee, H. S. (2000). “Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters.” Ocean Engineering, Vol. 27, pp. 1231-1248.Williams, A. N., Mansour, A. E. M. and Lee, H. S. (2000). “Simplified analytical solutions for wave interaction with absorbing-type caisson breakwaters.” Ocean Engineering, Vol. 27, pp. 1231-1248.DOI