최소 단어 이상 선택하여야 합니다.
최대 10 단어까지만 선택 가능합니다.
다음과 같은 기능을 한번의 로그인으로 사용 할 수 있습니다.
NTIS 바로가기한국해안·해양공학회논문집 = Journal of Korean Society of Coastal and Ocean Engineers, v.33 no.6, 2021년, pp.321 - 332
이종인 (전남대학교 공과대학 토목공학과) , 이금용 (전남대학교 대학원 건축토목공학과) , 김영택 (한국건설기술연구원 수자원하천연구본부)
The crown wall with parapet on top of the rubble mound breakwater represents a relatively economic and efficient solution to reduce the wave overtopping discharge. However, the inclusion of parapet leads to increased wave pressure on the crown wall. The wave pressure on the crown wall is investigate...
Aniel-Quiroga, i., Vidal, C., Lara, J.L. and Gonzalez, M. (2019). Pressures on a rubble-mound breakwater crown-wall for tsunami impact. Coastal Engineering, 152, 543-558.
Chen, X., Hofland, B., Altomare, C., Suzuki, T. and Uijttewaal, W. (2015). Forces on a vertical wall on a dike crest due to overtopping flow. Coastal Engineering, 95, 103522.
Contestabile, P., Iuppa, C., Lauro, E.D., Cavallaro, L., Andersen, T.L. and Vicinanza, D. (2017). Wave loadings acting on innovative rubble mound breakwater for overtopping wave energy conversion. Coastal Engineering, 122, 60-74.
Doorslaer, K.V., Romano, A., Rouck, J.D. and Kortemhaus, A. (2017). Impacts on a storm wall caused by non-breaking waves overtopping a smooth dike slope. Coastal Engineering, 120, 93-111.
Formentin, S.M., Palma, G. and Zanuttigh, B. (2021). Integrated assessment of the hydraulic and structural performance of crown walls on top of smooth berms. Coastal Engineering, 168, 103951.
Goda, Y. (1974). New wave pressure formulae for composite breakwaters. Proceedings of the 14th Coastal Engineering Conference, ASCE, 1702-1720.
Goda, Y. (2010). Random seas and design of maritime structures. World Scientific, Singapore; ISBN 978-981-4282-39-0.
Guanche, R., Losada, I.J. and Lara, J.L. (2009). Numerical analysis of wave loads for coastal structure stability. Coastal Engineering, 56, 543-558.
Jacobsen, N.G., van Gent, M.R.A., Capel, A. and Borsboom, M. (2018). Numerical prediciton of integrated wave loads on crest walls on top of rubble mound structures. Coastal Engineering, 142, 110-124.
Martin, F.L., Losada, M.A. and Medina, R. (1999). Wave loads on rubble mound breakwater crown walls. Coastal Engineering, 37, 149-174.
Molines, J., Herrera, M.P. and Medina, J.R. (2018). Extimations of wave forces on crown walls based on wave overtopping rates. Coastal Engineering, 132, 50-62.
Norgaard, J.Q.H., Andersen, T.L. and Burcharth, H.F. (2013). Wave loads on rubble mound breakwater crown walls in deep and shallow water wave conditions. Coastal Engineering, 80, 137-147.
Pedersen, J. (1996). Wave forces and overtopping pn crown walls of rubble mound breakwaters. Ph.D. thesis, Series paper 12, ISBN 0909-4296 Hydraulics & Coastal Engineering Lab., Dept. of Civil Engineering, Aalborg University, Denmark.
Takahashi, S., Tanimoto, K. and Shimosako, K. (1990). Wave and block forces on a caisson covered with wave dissipating blocks. Report: Port and Harbour Research Institute, Yokosuka, Japan, 3-34.
van der Meer, J.W. and Stam, C.J.M. (1992). Wave run-up on smooth and rock slopes. J. of Waterways, Port, Coastal and Ocean Engineering, 188(5), 534-550.
van Gent, M.R.A. and ven der Werf, I. (2019). Influence of oblique wave attack on wave overtopping and forces on rubble mound breakwater crest walls. Coastal Engineering, 151, 79-96.
※ AI-Helper는 부적절한 답변을 할 수 있습니다.