Acknowledgement
본 연구는 해양수산부가 발주한 한국형 설계기준 확보를 위한 개정용역의 지원을 받아 수행되었으며 연구비 지원에 감사드립니다.
References
- Ang, H.S. and Tang W.H. (1984). Probability concepts in engineering planning and design. Decision, risk, and reliability, Vol. 2. John Wiley, New York.
- Au, S.K. and Beck, J.L. (2001). Estimation of small failure probabilities in high dimension by subsets simulations. Probabilistic Engineering Mechanics, 16(4), 263-277. https://doi.org/10.1016/S0266-8920(01)00019-4
- Burcharth, H.F., Sorensen, J.D. and Christiani, E. (1994). On the Evaluation of Failure Probability of Monolithic Vertical Wall Breakwaters. Proc. Wave Barriers in Deepwater, Port and Harbour Research Institute, Yokosuka, Japan, 458-46.
- Castillo, C., Minguez, R., Castillo, E. and Losada, M.A. (2006). An optimal engineering design method with failure rate constraints and sensitivity analysis. Application to composite breakwaters. Coastal Engineering, 53, 1-25. https://doi.org/10.1016/j.coastaleng.2005.09.016
- Cho, Y.J. (2024). Development of probabilistic models optimized for Korean marine environment varying from sea to sea based on the Three-parameter Weibull distribution. Journal of Korean Society of Coastal and Ocean Engineers, 36(1), 20-36 (in Korean). https://doi.org/10.9765/KSCOE.2024.36.1.20
- Cho, Y.J. (2021a). Numerical analysis of modified bed-profiles due to the presence of a rubble mound breakwater using physics-based morphology model [SeoulFoam]. Journal of Coastal Disater Prevention, 8(3), 151-163 (in Korean). https://doi.org/10.20481/kscdp.2021.8.3.151
- Cho, Y.J. (2021b). Development of physics-based morphology model with an emphasis on the interaction of incoming waves with transient bed profile due to scouring and accretion using dynamic mesh. Journal of Coastal Disaster Prevention, 8(4), 211-219 (in Korean). https://doi.org/10.20481/kscdp.2021.8.4.211
- Cho, Y.J. (2021c). On the effects of non-gaussian wave-slope distribution on the failure probability of an armour block of rubble mound breakwater. Journal of Coastal Disaster Prevention, 8(3), 165-179 (in Korean). https://doi.org/10.20481/kscdp.2021.8.3.165
- Cho, Y.J. (2021d). Proposal on hybrid design method of outer port facilities using failure probability. Journal of Coastal Disaster Prevention, 8(4), 237-253 (in Korean). https://doi.org/10.20481/kscdp.2021.8.4.237
- Cho, Y.J. (2021e). Numerical analysis of modified seabed topography due to the presence of breakwaters of varying reflection characteristics using physics-based morphology model [SeoulFoam]. Journal of Korean Society of Coastal and Ocean Engineers, 33(4), 168-178 (in Korean). https://doi.org/10.9765/KSCOE.2021.33.4.168
- Cho, Y.J. (2021f). Level III reliability design of an armor block of rubble mound breakwater using probabilistic model of wave height optimized for the Korean sea wave conditions and non-Gaussian wave slope distribution, Journal of marine science and engineering, 9, 223.
- Cho, Y.J. (2021g). Development of physics-based morphology model with an emphasis on the interaction of incoming waves with transient bed profile due to scouring and accretion using dynamic mesh. Journal of Coastal Disaster Prevention, 8(4), 211-219 (in Korean). https://doi.org/10.20481/kscdp.2021.8.4.211
- Cho, Y.J. (2021h). On the effects of non-Gaussian wave-slope distribution on the failure probability of an armour block of rubble mound breakwater. Journal of Coastal Disaster Prevention, 8(3), 165-179 (in Korean). https://doi.org/10.20481/kscdp.2021.8.3.165
- Cho, Y.J. and Cho, S.H. (2022). Preliminary study on an amendment to the design guideline of outer port facilities against harsh wave conditions due to climate change based on design fidelity index. Journal of Coastal Disaster Prevention, 9(1), 75-89 (in Korean). https://doi.org/10.20481/kscdp.2022.9.1.75
- Goda, Y. (2000). Random seas and design of maritime structures. Univ. of Tokyo Press, Tokyo.
- Goda, Y. and Fukumori, T. (1972). Laboratory investigation of wave pressures exerted upon vertical and composite walls. Coastal Engineering in Japan, 15. 81-90. https://doi.org/10.1080/05785634.1972.11924148
- Goda, Y. (1974). A new method of wave pressure calculation for the design of composite breakwater. Proc. 14th Int. Conf. Coastal Eng., Copenhagen, Denmark.
- Goda, Y. (1975). Irregular wave deformation in the surf zone. Coastal Engineering in Japan, 18, 13-16. https://doi.org/10.1080/05785634.1975.11924196
- JPHA (2007). Japan Port and Harbor Association, Technical Standards and Commentaries of Port and Harbor Facilities in Japan (in Japanese).
- Jeong, W.M., Oh, S.H., Ryu, K.H., Back, J.D. and Choi, I.H. (2018). Establishment of wave information network of Korea (WINK). J. Korean Soc. Coast. Ocean Eng., 30(6), 26-336. https://doi.org/10.9765/KSCOE.2018.30.6.326
- Nataf, A. (1962). Determination des distribution dont les marges sont donnees. Comptes Rendus de PAcademie des Sciences, Paris, 225, 42-43.
- Takayama, T. (1992). Estimation of sliding failure probability of present breakwaters for probabilistic design. Report of Port and Harbour Research Inst., 31(5)