1 |
김동현 (2005). 소파케이슨 방파제의 기대활동량 산정. 한국해안해양공학회지, 17(4), 213-220
|
2 |
김승우, 서경덕, 이철응, 박동헌 (2009). 국내 항만의 방파제 피복블록의 신뢰성 해석, 한국해안·해양공학회논문집, 21(1), 15-29
|
3 |
해양수산부 (2005). 항만 및 어항 설계 기준
|
4 |
Goda, Y.(1974). A new method of wave pressure calculation for the design of composite breakwater, Proc. 14th International Conference on Coastal Engineering, ASCE, Copenhagen, 1702-1720
|
5 |
Goda, Y. (2001). Performance-based design of caisson breakwaters with new approach to extreme wave statistics. Coastal Eng. J., 43, 289-316
DOI
ScienceOn
|
6 |
Kim, S.-W. and Suh, K.-D. (2006) Application of reliability design methods to Donghae harbor breakwater, Coastal Engrg. J. 48(1), 31-57
DOI
ScienceOn
|
7 |
Kim, T.M. and T. Takayama (2003). Computational improvement for expected sliding distance of a caisson-type breakwater by introduction of a doubly-truncated normal distribution. Coastal Eng. J., 45, 387-419
DOI
ScienceOn
|
8 |
Hong, S.Y., Suh, K-D, Kweon, H.M. (2004). Calculation of expected sliding distance of breakwater caisson considering variability in wave direction. Coastal Eng. J., 46, 119-140
DOI
ScienceOn
|
9 |
Burcharth, H.F. (1992). Uncertainty related to environmental data and estimated extreme events, Final Report of PIANC Working Group 12, Group B, June 1992
|
10 |
김태민, 황규남, 타카야마 토모츠카 (2005). 이중절단정규분포의 적용을 통한 케이슨 방파제 기대활동량 평가의 향상. 한국해안·해양공학회지, 17(4), 221-231
|
11 |
Takayama, T. and Ikeda, N. (1992) Estimation of sliding failure probability of present breakwaters for probabilistic design, Report of the Port and Harbour Research Institute, vol.31, No.5
|
12 |
Park, S.K. and Miller, K.W. (1988). Communications of the ACM, 31, 1192-1201
DOI
ScienceOn
|
13 |
서경덕, 권혁동, 이동영 (2008). 한국 연안 심해파의 통계적 특성. 한국해안.해양공학회논문집, 20(4), 342-354
|
14 |
Rackwitz, R. (2001). Reliability analysis-a review and some perspectives. Structural safety, 23, 365-395
DOI
ScienceOn
|
15 |
Press, W.H., Teukolsky, S.A., Vetterling, W.T., Flannery, B.P. (1992). Numerical recipes in Fortran, Second edition
|
16 |
김승우, 서경덕 (2009). 국내 케이슨 방파제의 활동에 대한 신뢰성 해석 및 부분안전 계수 산정. 한국해안·해양공학회논문집, 21(4), 278-289
|
17 |
European Committee for Standardisation (1991). Eurocode 1 for Actions on Structures, European Committee for Standardisation
|
18 |
Ikesue, S. (1999). Study on reliability design method of composite breakwaters using the expected sliding distance, Master Thesis, Kyoto University (in Japanese)
|
19 |
Goda. Y. and Takagi, H. (2000). A reliability design method of caisson breakwaters with optimal wave heights, Coastal Eng. J., 42, 357-387
|
20 |
European Committee for Standardisation (1992). Eurocode 2 for Design of Concrete Structures, European Committee for Standardisation
|
21 |
JPHA (2007). Japan Port and Harbor Association, Technical Standards for Port and Harbor Facilities in Japan (in Japanese)
|
22 |
Oumeraci H., Kortenhaus A., Allsop W., de Groot M., Crouch R., Vrijling H., Voortman H. (2001). Probabilistic design tools for vertical breakwaters, Sweta & Zeitlinger B.V., Lisse
|
23 |
Goda, Y. (2003). Revisiting Wilson's formulas for simplified wind-wave prediction. J. Waterw., Port, Coast. and Ocean Eng. 129(2), 93-95
DOI
ScienceOn
|
24 |
한국해양연구원 (2005). 전해역 심해 설계파 추정 보고서 II
|
25 |
Shimosako, K. and Takahashi, S. (2000). Application of deformation- based reliability design for coatal structures. Proc. Int. Conf. Coastal Struct., A.A. Balkema, Spain, 363-371
|