References
- 1. Bihs, H., Kamath, A., Alagan Chella, M., & Arntsen, Ø. A. (2016). Breaking-Wave Interaction with Tandem Cylinders under Different Impact Scenarios. Journal of Waterway, Port, Coastal, and Ocean Engineering, 04016005.
- 2. Chan, E. S., Cheong, H. F., & Tan, B. C. (1995). Laboratory study of plunging wave impacts on vertical cylinders. Coastal Engineering, 25(1), 87-107.10.1016/0378-3839(94)00042-V
- 3. Chella M.A. (2016). Breaking Wave Characteristic and Breaking Wave Forces on Slender Cylinders, Ph.D. at NTNU
- 4. Engsig-Karup, A. P., Bingham, H. B., & Lindberg, O. (2009). An efficient flexible-order model for 3D nonlinear water waves. Journal of computational physics, 228(6), 2100-2118.
- 5. Ghadirian, A., Bredmose, H., & Dixen, M. (2016, September). Breaking phase focused wave group loads on offshore wind turbine monopiles. In Journal of Physics: Conference Series (Vol. 753, No. 9, p. 092004). IOP Publishing.
- 6. Goda, Y., S. Haranaka, and M. Kitahata (1966). Study of impulsive breaking wave forces on piles. Report Port and Harbour Technical Research Institute 6.5, 1-30
- 7. Hildebrandt, A., & Schlurmann, T. (2012). Breaking Wave Kinematics, local Pressures and Forces on a Tripod Support Structure. In Proceedings of the Coastal Engineering Conference, No. 33
- 8. IEC (2009), International Electrotechnical Commission, IEC 61400-3, Wind Turbines, Part 3.
- 9. Kamath, A., Chella, M. A., Bihs, H., & Arntsen, Ø. A. (2015). Breaking Wave Interaction with a Vertical Cylinder and the Effect of Breaker Location. CFD based Investigation of Wave-Structure Interaction and Hydrodynamics of an Oscillating Water Column Device, 171.
- 10. Morison, J. R., Johnson, J. W., & Schaaf, S. A. (1950). The force exerted by surface waves on piles. Journal of Petroleum Technology, 2(05), 149-154.
- 11. Paulsen (2013), Efficient computations of wave loads on offshore structures, PhD thesis, DTU –Department of Mechanical Engineering
- 12. Paulsen, B. T., Bredmose, H., & Bingham, H. B. (2014). An efficient domain decomposition strategy for wave loads on surface piercing circular cylinders. Coastal Engineering, 86, 57-76.10.1016/j.coastaleng.2014.01.006
- 13. Veic D (2018), Effect of the Breaking Wave shape on the Temporal and Spatial Pressure Distribution around a Monopile Support Structure, Ph.D.
- 14. Wienke, J. (2001). Druckschlagbelastung auf schlanke zylindrische Bauwerke durch brechende Wellen. Technical University of Braunschweig, Germany.10
- 15. Wienke, J., & Oumeraci, H. (2005). Breaking wave impact force on a vertical and inclined slender pile—theoretical and large-scale model investigations. Coastal Engineering, 52(5), 435-462.10.1016/j.coastaleng.2004.12.008
- 16. Xiao, H., & Huang, W. (2014). Three-dimensional numerical modeling of solitary wave breaking and force on a cylinder pile in a coastal surf zone. Journal of Engineering Mechanics, 141(8), A4014001.
- 17. Zhou, D., Chan, E. S., & Melville, W. K. (1991). Wave impact pressures on vertical cylinders. Applied Ocean Research, 13(5), 220-234.10.1016/S0141-1187(05)80046-X