과제정보
이 논문 2021년도 해양수산부 재원으로 해양수산과학기술진흥원의 지원을 받아 수행된 연구임(재해안전항만 구축기술개발, 20180323)
참고문헌
- Hasofer, A.M. and Lind, N.C. (1974). Exact and invariant second moment code format. Journal of the Engineering Mechanics Division, ASCE, 100(1), 111-121. https://doi.org/10.1061/JMCEA3.0001848
- Kim, D.H. (2019). Load & resistance factors calibration for limit state design of non-perforated caisson breakwater. Journal of Korean Society of Coastal & Ocean Engineers, 31(6), 351-355 (in Korean). https://doi.org/10.9765/KSCOE.2019.31.6.351
- Kim, D.H. (2020). Load & resistance factors calibration for limit state design of perforated caisson breakwater. Journal of Korean Society of Coastal & Ocean Engineers, 32(6), 458-464 (in Korean). https://doi.org/10.9765/KSCOE.2020.32.6.458
- Japanese Harbor Society (JHS). (2007). Harbor Facilities Design Code and Commentaries (in Japanese).
- Japanese Harbor Society (JHS). (2018). Harbor Facilities Design Code and Commentaries (in Japanese).
- Ministry of Land, Transport and Maritime Affairs (MLTMA). (2011). Standards for Reliability Based Design of Harbor Structures.
- PIANC. (1992). Analysis of rubble mound breakwaters.
- Sato, T., Takenobu, M. and Miyata, M. (2016). A basic study of the level 1 reliability design method for gravity-type breakwater, Technical note of National Institute for Land and Infrastructure Management (no. 922).
- US Army Corp. Engineers (2006). Coastal Engineering Manual (CEM), Chapter 6: Reliability based design of coastal structures.