References
- Bisgard, C. (2005). Breaking and non-breaking solitary wave impact pressures on a cylinder over a 3-D bathymetry. M.S. Thesis, Oregon State University, USA.
- Cooker, M.J., Weidman, P.D., and Bale, D.S. (1997). "Reflection of a high-amplitude solitary wave at a vertical wall." Journal of Fluid Mechanics, Vol. 342, pp. 141-158. https://doi.org/10.1017/S002211209700551X
- FEMA (2008). Guidelines for design of structures for vertical evacuation from tsunamis. FEMA P646 Report, Federal Emergency Management Agency.
- Goda, Y. (1985). Random seas and design of maritime structures. University of Tokyo Press.
- Goda, Y., and Suzuki, Y. (1976). "Estimation of incident and reflected waves in random wave experiments." Proceedings of 15th International Conference on Coastal Engineering, Vol. 1, pp. 825-845.
- Goring, D.G. (1978). Tsunamis-the propagation of long waves onto a shelf. Rep. No. KH-R-38, W.M. Keck Laboratory of Hydrodynamics and Water Resources, California Institute of Technology, USA.
- Hall, J.V., and Watts, J.W. (1953). Laboratory Investigation of the Vertical Rise of SolitaryWaves on Impermeable Slopes. Washington, D.C.: U.S. Army, Coastal Engineering Research Center.
- Hsu, H.-C., Chen, Y.-Y., and Hwung, H.-H. (2012). "Experimental study of the particle paths in solitary water waves." Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences, Vol. 370. pp. 1629-1637. https://doi.org/10.1098/rsta.2011.0445
- Huang, C.-J., and Dong, C.-M. (2001). "On the interaction of a solitary wave and a submerged dike." Coastal Engineering, Vol. 43, pp. 265-286. https://doi.org/10.1016/S0378-3839(01)00017-5
- Jeon, C.H., Lee, B.H., and Cho, Y.-S. (2002). "Characteristics of solitary waves acting on slopes." Journal of the Korea Water Resources Association, Vol. 35, No. 6, pp. 779-786. https://doi.org/10.3741/JKWRA.2002.35.6.779
- Lee, K.H., Choi, H.S., Kim, C.H., Kim, D.S., and Cho, S. (2011). "The study on the wave pressure of the tsunami acting on the permeable structure." Journal of Korean Society of Coastal and Ocean Engineers, Vol. 23, No. 1, pp. 79-92. https://doi.org/10.9765/KSCOE.2011.23.1.079
- Liu, P.L.-F., and Al-banaa, K. (2004). "Solitary wave runup and force on a vertical barrier." Journal of Fluid Mechanics, Vol. 505, pp. 225-233. https://doi.org/10.1017/S0022112004008547
- Liu, P.L.-F., and Cho, Y.-S. (1994). "Integral equation model for wave propagation with bottom frictions." Journal ofWaterway, Port, Coastal, and Ocean Engineering, Vol. 120, No. 6, pp. 594-608. https://doi.org/10.1061/(ASCE)0733-950X(1994)120:6(594)
- Ministry of Oceans and Fisheries (2005). Harbor and Fishery Design Criteria, pp. 186-187.
- Mo, W., and Liu, P.L.-F. (2009). "Three dimensional numerical simulations for non-breaking solitary wave interacting with a group of slender vertical cylinders." International Journal of Naval Achitecture and Ocean Egineering, Vol. 1 pp. 20-28. https://doi.org/10.3744/JNAOE.2009.1.1.020
- Mo, W., Irschik, K., Oumeraci, H., and Liu, P.L.-F. (2007). "A 3D numerical model for computing nonbreaking wave forces on slender piles." Journal of Engineering Mathematics, Vol. 58, pp. 19-30. https://doi.org/10.1007/s10665-006-9094-6
- Nouri, Y., Nistor, I., and Palermo, D. (2010). "Experimental investigation of tsunami impact on free standing structures." Coastal Engineering Journal, Vol. 52, No. 1, pp. 43-70. https://doi.org/10.1142/S0578563410002117
- Synolakis, C.E. (1987). "The run-up of solitary waves." Journal of Fluid Mechanics, Vol. 18, pp. 523-545.
- Takahashi, S. (1996). Design of vertical breakwaters. Port and Harbour Research Institute, Japan
- Tanimoto, K., Tsuruya, K., and Nakano, S. (1984). "Tsunami force of Nihonkai-Chubu Earthquake in 1983 and cause of revetment damage." Proceedings of the 31st Japanese Conference on Coastal Engineering, JSCE.
- Yeh, H. (1991). "Tsunami bore run up." Natural Hazards, Vol. 4, pp. 209-220. https://doi.org/10.1007/BF00162788