Evaluation of Partial Safety Factors on Sliding of Monolithic Vertical Caisson of Composite Breakwaters |
Lee, Cheol-Eung
(Department of Civil Engineering, Kangwon National University)
Park, Dong-Heon (Department of Civil Engineering, Kangwon National University) Kwon, Hyuk-Jae (Department of Civil Engineering, Kangwon National University) Lee, Sun-Yong (Sekwang Engineering Consultants Co. Ltd.) |
1 | 이철응, 2002. 혼성제 직립 케이슨의 활동에 대한 파괴확률, 한국해안.해양공학회지, 제 14권 제 2호, 한국해안.해양공학회, pp.95-107 과학기술학회마을 |
2 | 해운항만청, 1988, 전국 항만 설계파 추산 보고서 |
3 | CEM(Coastal Engineering Manual), 2006. Coastal Engineering Research Center, US Army Corps Engineers, Washington, DC |
4 | Lee, C.-E., and Kwon, H. J., 2009. Reliability analysis and evaluation of partial safety factors and for random wave overtopping, KSCE Journal of Civil Engrg. KSCE, 13(1), pp.7-14 DOI ScienceOn |
5 | Nagao, T., Kadowaki, Y., Tsuchida, T., and Terauchi, K., 1997. Evaluation of safety of breakwaters by the reliability based design method(2nd report: Study on the safety against foundation failure), Rep. of the Port and Hab. Res. Inst., 36(5), pp. 26-56. (in japanese) |
6 | Oumeraci, H., Kortenhaus, A., Allsop, N.W.H., de Groot, M.B., Crouch, R.S., and Vrijling, J.K., 2000. Probabilistic design of caisson breakwaters and sea walls - Present statues and perspectives, Proc. 27th. Int. Coast. Engrg. Conf., ASCE, pp. 1664-1677 |
7 | Van der Meer, J., d'Angremond, K., and Juhl, J., 1994. Probabilistic calculations of wave forces on vertical structures, Proc. 24th. Int. Coast. Engrg. Conf., ASCE, pp. 1899-1910 |
8 | Nagao, T., Okubo, N., Kawasaki, S., and Hayashi, Y., 1998. Evaluation of safety of breakwaters by the reliability based design method(3rd report: Concluding the applicability of reliability based design method), Rep. of the Port and Hab. Res. Inst., 37(2), pp. 132-176(in japanese) |
9 | Kortenhaus, A., and Oumeraci, H., 1998. Classification of wave loading on monolithic coastal structures, Proc. 26th. Int. Coast. Engrg. Conf., ASCE, pp. 867-880 |
10 | Shimosako, K. and Takahashi, S., 2000. Application of expected sliding distance method for composite breakwaters design, Proc. 27th. Int. Coast. Engrg. Conf., ASCE, pp. 1885-1898 |
11 | Takahashi, S., Shimosako, K., Kimura, K., and Suzuki, K., 2000. Typical failures of composite breakwaters in japan, Proc. 27th. Int. Coast. Engrg. Conf., ASCE, pp. 1899-1910 |
12 | Burcharth, H.F., Sorensen, D., and Christiani, E., 1994. On the evaluation of failure probability of monolithic vertical wall breakwaters, Wave Barriers in deepwaters, pp. 458-469 |
13 | Shimosako, K., and Takahashi, S., 1998. Reliability design method of composite breakwater using expected sliding distance, Rep. of the Port and Hab. Res. Inst., 37(1), pp. 4-30(in japanese) |
14 | Takayama, T., Ikesue, S.-I., and Shimosako, K., 2000. Effect of directional distribution of extreme waves on composite breakwater reliability in sliding failure, Proc. 27th. Int. Coast. Engrg. Conf., ASCE, pp. 1738-1750 |
15 | 이철응, 2008. 처오름에 대한 신뢰성 해석 및 부분안전계수산정, 한국해안.해양공학회지, 제 20권 제 4호, 한국해안.해양공학회, pp.355-362 |
16 | 해양수산부, 2000. 대산항(1단계) 실시설계 보고서 |
17 | Christensen, P.T., and Baker, M.J., 1982. Structural reliability theory and its applications, Springer-Verlag, New York |
18 | Kawai, H., Takayama, T., Suzuki, Y., and Hiraishi, T., 1997. Failure probability of breakwater caisson for tidal level variation, Rep. of the Port and Hab. Res. Inst., 36(4), pp. 4-41. (in japanese) |
19 | McKenna, J., and Allsop, W., 1998. Statistical distribution of horizontal wave forces on vertical breakwaters, Proc. 26th. Int. Coast. Engrg. Conf., ASCE, pp. 2082-2095 |
20 | Yamamoto, M., Mizumura, K., Endo, T., and Shiraishi, N., 1990. Reliability analysis of composite breakwaters protected with armor blocks, Proc. 22nd. Int. Coast. Engrg. Conf., ASCE, pp. 1403-1416 |
21 | Christiani, E., Burcharth, H.F., and Sorensen, D., 1996. Reliability based optimal design of vertical breakwaters modelled as a series system of failure, Proc. 25th. Int. Coast. Engrg. Conf., ASCE, pp. 1598-1602 |
22 | Goda, Y., 2000. Random seas and design of maritime structures, Univ. of Tokyo Press, Tokyo |
23 | Nagao, T., Kadowaki, Y., and Terauchi, K., 1995. Evaluation of safety of breakwaters by the reliability based design method(1st report: Study on the safety against sliding), Rep. of the Port and Hab. Res. Inst., 34(5), pp. 40-70. (in japanese) |
24 | Kortenhaus, A., and Oumeraci, H., 2000. Damping of horizontal and uplift foces on horizontally composite breakwaters, Proc. 27th. Int. Coast. Engrg. Conf., ASCE, pp. 1724-1737 |
25 | 이철응, 2007. 피복재의 부분안전계수 산정, 한국해안해양공학회지, 제 19권 제 4호, 한국해안.해양공학회, pp.336-344 과학기술학회마을 |
26 | Takahashi, S., 1997. Breakwater design, Handbook of port and harbor engineering, by Tsinker ed., Chapman and Hallm N.Y., pp.951-1043 |
27 | Takayama, T., and Ikeda, N., 1992. Estimation of sliding failure probability of present breakwaters for probabilistic design, Rep. of the Port and Hab. Res. Inst., 31(5), pp. 3-32 |
28 | Burcharth, H.F., and Sorensen, D., 1998. Design of vertical wall caisson breakwaters using partial safety factor, Proc. 26th. Int. Coast. Engrg. Conf., ASCE, pp. 2138-2151 |
29 | Bruining, H.F., 1994. Wave forces on vertical breakwaters:Reliability of design formula, Delft Hydraulics Rep. H 1903, MAST II |