1 |
이철응 (2000c). 직접 계산법에 의한 경사제 피복재의 신뢰성 해석. 대한토목학회논문집, 20(3-B), 399-409
|
2 |
정신택, 김정대, 조홍연 (2004). 한국 연안 심해 설계파고의 극치분포 특성. 한국해안해양공학회지, 16(3), 130-141
|
3 |
Burcharth, H.F. (1991). Introduction of partial coefficient in the design of rubble mound breakwaters. Proc. Coastal Structures Breakwaters, Institution of Civil Engineers, London, 543-564
|
4 |
van der Meer, J.W. (1988c). Stability of Cubes, Tetrapods and Accropode. Proc. Conf. Breakwaters '88, 59-68
|
5 |
Hudson, R.Y. (1959). Laboratory investigation of rubblemound breakwaters. Journal of Waterways and Harbors Division, ASCE, 85(WW3), 93-121
|
6 |
Permanent International Association of Navigation Congresses (1992). Analysis of rubble mound breakwaters. Report of Working Group No. 12 of the Permanent Technical Committee II, 46
|
7 |
수산청 (1988). 해역별(동해남해) 심해파 추정 보고서
|
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), 132-176 (in Japanese)
|
9 |
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), 40-70 (in Japanese)
|
10 |
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(3), 4-30 (in Japanese)
|
11 |
김승우 (2005). 동해항 방파제를 대상으로 한 신뢰성 설계법 비교 연구. 석사학위 논문, 서울대학교
|
12 |
Shore Protection Manual (1984). Waterways Experiment Station. Corps of Engineers, Coastal Engineering Research Center
|
13 |
이철응 (2000b). 경사제 피복제의 신뢰성 해석을 위한 직접계산법의 개발. 대한토목학회논문집, 20(3-B), 387-397
|
14 |
van der Meer, J .W. (1987). Stability of breakwater armor layers design formular. Coastal Engrg., 11, 219-239
DOI
ScienceOn
|
15 |
Burcharth, H.F. and Sorenson, J.D. (2000). The PIANC safety factor system for breakwaters. Proc. Coastal Structures '99, Spain, 1125-1144
|
16 |
Hanzawa, M., Sato, H., Takahashi, S., Shimosako, K., Takayama, T. and Tanimoto, K. (1996). New stability formula for wave-dissipating concrete blocks covering horizontally composite breakwaters. Proc. 25th Coastal Engineering Conference, ASCE, Orlando, 1665-1678
|
17 |
van der Meer, J. W. (1988b ). Deterministic and probabilistic design of breakwater armor layers. J. Waterway, Port, Coastal and Ocean Engrg., ASCE, 114(1),66-80
DOI
|
18 |
이철응 (1999). 경사제 피복재의 안정성에 대한 신뢰성 해석. 한국해안해양공학회지, 11(3), 165-172
|
19 |
서경덕, 권혁민, 윤현덕 (2003). 파향의 변동성을 고려한 방파제 피복 블록의 기대피해 계산. 한국해안해양공학회지, 15(1), 21-32
|
20 |
권혁민 (1998). 방향 스펙트럼 파랑에 대한 3차원 쇄파변형모델. 대한토목학회논문집, 18(II-6), 591-599
|
21 |
조홍연, 정신택, 오영민 (2004). 조위자료의 확률밀도함수 추정. 한국해안해양공학회지, 16(3), 152-161
|
22 |
van der Meer, J.W. (1988a). Rock slopes and gravel beaches under wave attack. Ph.D. thesis, Delft University of Technology, The Netherlands
|
23 |
이철응 (2000a). 경사제 피복제의 안정성과 피해율에 대한 확율론적 해석. 대한토목학회논문집, 20(1-B), 73-84
|
24 |
이철응, 안성모 (2001). 안전계수에 따른 경사제 피복제의 파괴확률. 한국해안해양공학회지, 13(1), 9-17
|