1 |
Alagan Chella, M., Bihs, H., Myrhaug, D.,Muskulus, M., 2016. Breaking solitary waves and breakingwave forces on a verticallymounted slender cylinder over an impermeable sloping seabed. J. Ocean Eng. Mar. Energy 1-19.
|
2 |
Allied Engineering, 2011. User's Manual for Advanced Parallel AMG Version 1.3. Tokyo.
|
3 |
Arntsen, O.A., Gudmestad, O.T., 2014. Wave slamming forces on truss structures in shallow water. In: Proceedings of the HYDRALAB IV Joint User Meeting. HYDRALAB, Lisbon.
|
4 |
Arntsen, O.A., Obhrai, C., Gudmestad, O.T., 2013. "Data Storage Report: Wave Slamming Forces on Truss Structure in Shallow Water," WaveSlam (HyIV-FZK-05), Technical Report. Norwegian University of Science and Technology and University of Stavanger.
|
5 |
Choi, S.J., Lee, K.H., Gudmestad, O.T., 2015. The effect of dynamic amplification due to a structure's vibration on breaking wave impact. Ocean Eng. 96, 8-20.
DOI
|
6 |
Choi, S.J., 2014. Breaking Wave Impact Forces on an Offshore Structure (PhD thesis (UiS No. 231)). University of Stavanger, Norway, at the Department of Mechanical and Structural Engineering and Material Science.
|
7 |
Christensen, E.D., Bredmose, H., Hansen, E.A., 2005. Extreme Wave Forces and Run-up on Offshore Wind Turbine Foundations. Copenhagen Offshore Wind, Copenhagen.
|
8 |
Goda, Y., Haranaka, S., Kitahata, M., 1966. Study of Impulsive Breaking Wave Forces on Piles. In: Report of Port and Harbour Research Institute, vol. 5(6), pp. 1-30.
|
9 |
Concept also in English language in Watanabe, A., Horikawa, K., (1974). Breaking wave forces on large diameter cell. Proc. 14th Intern. Conf. on Coastal Eng, 1741-1760.
|
10 |
Hirt, C.W., Nichols, B.D., 1981. Volume of fluid method for the dynamics of free boundaries. J. Comput. Phys. 39 (1), 201-225.
DOI
|
11 |
Hoque, A., 2002. Air Bubble Entrainment by Breaking Waves and Associated Energy Dissipation (PhD thesis). Toyohashi University Of Technology, Japan, at the Department of Architecture and Civil Engineering.
|
12 |
Huang, N.E., Zheng, S., Long, S.R., 1999. A new view of nonlinear water waves: the Hilbert Spectrum. Annu. Rev. Fluid Mech. 31, 417-457.
DOI
|
13 |
Hu, C., Kashiwagi, M., 2004. A CIP-based method for numerical simulations of violent free-surface flows. J. Mar. Sci. Technol. 9, 143-157.
DOI
|
14 |
Kamath, A., Chella, M.A., Bihs, H., Arntsen, O.A., 2016. Breaking wave interaction with a vertical cylinder and the effect of breaker location. Ocean Eng. 128, 105-115.
DOI
|
15 |
Jose, J., Podra_zka, O., Obhrai, C., Gudmestad, O.T., 2015. Experimental Analysis of Slamming Loads for the Truss Structures within the Framework of WaveSlam Project, Hydralab IV (http://www.hydralab.eu/project_publications.asp), Technical Report. University of Stavanger and University of Gdansk.
|
16 |
Jose, J., Choi, S.J., Lee, K.H., Gudmestad, O.T., 2016a. Breaking wave forces on an offshore wind turbine foundation (jacket type) in the shallow water. In: Proceedings of 26th International Ocean and Polar Engineering Conference, Rhodes, Greece, pp. 164-172.
|
17 |
Jose, J., Podra_zka, O., Obhrai, C., Gudmestad, O.T., Cieslikiewicz, W., 2016b. Methods for analysing wave slamming loads on truss structures used in offshore wind applications based on experimental data. J. Offshore Polar Eng. 26 (2), 100-108.
DOI
|
18 |
Lee, K.H., 2006. A Study on Time Domain Analysis of Nonlinear Dynamic Interaction Amount Waves, Currents and Bed Materials (PhD thesis). Nagoya University, Japan, at the Department of Civil Engineering.
|
19 |
Lee, K.H., Park, J.H., Baek, D.J., Cho, S., Kim, D.S., 2011. Discussion on optimal shape for wave power converter using oscillating water column. J. Korean Soc. Coast. Ocean Eng. 23 (5), 345-357.
DOI
|
20 |
Mo, W., Irschik, K., Oumeraci, H., Liu, P.L.F., 2007. A 3D numerical model for computing non-breaking wave forces on slender piles. J. Eng. Math. 58, 19-30.
DOI
|
21 |
Mo, W., Jensen, A., Liu, P.L.F., 2013. Plunging solitary wave and its interaction with a slender cylinder on a sloping beach. Ocean Eng. 74, 48-60.
DOI
|
22 |
Tang, L., Wai, O.W.H., 2016. Numerical study of air entrainment and bubble plume dynamics under breaking waves. In: Proceedings of 26th International Ocean and Polar Engineering Conference, Rhodes, Greece, pp. 669-672.
|
23 |
Obhrai, C., Bullock, G., Wolters, G., Muller, G., Peregrine, H., Bredmose, H., Grune, J., 2004. Violent wave impacts on vertical and inclined walls: large scale model tests. In: Proceedings of the 29th International Conference on Coastal Engineering, vol. 1(4), pp. 4075-4086.
|
24 |
Sawaragi, T., Nochino, M., 1984. Impact forces of nearly breaking waves on a vertical circular cylinder. Coast. Eng. Jpn. 27, 249-263.
DOI
|
25 |
Tanimoto, K., Takahashi, S., Kaneko, T., Shiota, K., 1986. Impulsive breaking wave forces on an inclined pile exerted by random waves. In: Proceedings of 20th International Conference on Ocean Engineering, pp. 2288-2302.
|
26 |
Wienke, J., Oumeraci, H., 2005. Breaking wave impact force on vertical and inclined slender pile-theoretical and large-scale model investigations. Coast. Eng. 52 (5), 435-462.
DOI
|
27 |
Amsden, A.A., Harlow, F.H., 1970. A simplified MAC technique for incompressible fluid flow calculation. J. Comput. Phys. 6, 322-325.
DOI
|