참고문헌
- Amsden, A.A. and Harlow, F.H. (1970). The SMAC method : a numerical technique for calculating incompressible fluid flow. Los Alamos Scientific Laboratory Report LA-4370, Los Alamos, N.M.
- Araki, S., Ishino, K. and Degochi, I. (2010a). Characteristics of tsunami fluid force acting on girder bridge. Proceedings of 20 th International Offshore and Polar Engineering Conference, ISOPE, 775-779.
- Araki, S., Sakahita, Y. and Deguchi, I. (2010b). Characteristics of horizontal and vertical tsunami force acting on bridge beam. Annual Journal of Coastal Engineering, JSCE, B2-66(1), 796-800 (in Japanese).
- Arikawa, T., Ikebe, M., Yamada, F., Shimosako, K. and Imamura, F. (2005). Large model test of tsunami force on a revetment and on a land structure. Proceedings of Coastal Engineering, JSCE, 52, 746-750 (in Japanese).
- Bozorgnia, M., Lee, J.J. and Raichlen, F. (2011). Wave structure interaction: Role of entrapped air on wave impact and uplift forces. ICCE 2010, ASCE.
- Bricker, J. and Nakayama, A. (2014). Contribution of trapped air, deck superelevation and nearby structures to bridge deck failure during a tsunami. Journal of Hydraulic Engineering, ASCE, 140(5), 05014002. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000855
- Brorsen, M. and Larsen, J. (1987). Source generation of nonlinear gravity waves with boundary integral equation method. Coastal Engineering, 11, 93-113. https://doi.org/10.1016/0378-3839(87)90001-9
- Fenton, J. (1972). A ninth-order solution for the solitary wave. Journal of Fluid Mechanics, 53(2), 257-271. https://doi.org/10.1017/S002211207200014X
- Grimshaw, R. (1971). The solitary wave in water of variable depth: Part 2. Journal of Fluid Mechanics, 46(3), 611-622. https://doi.org/10.1017/S0022112071000739
- Hirt, C.W. and Nichols, B.D. (1981). Volume of fluid (VOF) method for the dynamics of free boundaries. Journal of Computational Physics, 39, 201-225. https://doi.org/10.1016/0021-9991(81)90145-5
- Iemura, H., Pradono, M.H. and Takahashi, Y. (2005). Report on the tsunami damage of bridges in Banda Aceh and some possible countermeasures. Proceedings of 28th Earthquake Engineering Symposium, JSCE (in Japanese).
- Kawashima, K. (2012). Damage of bridges due to the 2011 Great East Japan earthquake. Journal of Japan Association for Earthquake Engineering, 12(4), 4_319-4_338.
- Kim, D.S., Kyung, K.S., Lee, Y.D. and Woo, K.H. (2016). Evaluating method of solitary wave-induced tsunami force acting on an onshore bridge in coastal area. Journal of the Computational Structural Engineering Institute of Korea, 29(2), 149-159 (in Korean). https://doi.org/10.7734/COSEIK.2016.29.2.149
- Lau, T.L., Lukkunaprasit, P., Ruangrassamee, A. and Ohmachi, T. (2010). Performance of bridges with solid and perforated parapets in resisting tsunami attacks. Journal of Earthquake and Tsunami, 4(2), 95-104. https://doi.org/10.1142/S179343111000073X
- Lau, T.L., Ohmachi, T., Inoue, S. and Lukkunaprasit, P. (2011). Experimental and numerical modeling of tsunami force on bridge decks. Mokhtari, M. (Ed.), Tsunami-A Growing Disaster, InTech. 2005, 105-130 (chapter 6).
- Lee, K.H., Lee, S.K., Shin, D.H. and Kim, D.S. (2008). 3-Dimensional analysis for nonlinear wave forces acting on dual vertical columns and their nonlinear wave transformations. Journal of Korean Society of Coastal and Ocean Engineers, 20(1), 1-13 (in Korean).
- Lee, K.H., Ha, S.W., Lee, K.S. and Kim, D.S. (2011). Numerical analysis for three-dimensional tsunami force acting on multionshore structures. Journal of The Korean Soc. Civil Eng., KSCE, 31(2B), 175-185 (in Korean).
- Lee, K.H., Woo, K.H., Kim, D.S. and Jeong, I.H. (2017). Numerical simulation of tsunami force acting on onshore bridge (for tsunmai bore). Journal of Korean Society of Coastal and Ocean Engineers, 29(1), 46-61 (in Korean). https://doi.org/10.9765/KSCOE.2017.29.1.46
- Murakami, K., Yamaguchi, Y. and Maki, D. (2013). 2-Phase flow analysis of tsunami forces acting on bridge structures. Journal of Japan Society of Civil Engineers, 69(2), 347-352 (in Japanese).
- Nakamura, T., Mizutani, N. and Ren, X. (2013). Numerical analysis of tsunami-induced wave force acting on a bridge deck and its effects on the motion of the bridge deck. Journal of Japan Society of Civil Engineers, Ser. A1(Structual Engineering), JSCE, 69(4), I20-I30 (in Japanese). https://doi.org/10.2208/jscejge.69.20
- Ohyama, T. and Nadaoka, K. (1991). Development of a numerical wave tank for analysis of non-linear and irregular wave field. Fluid Dyna. Res., 8, 231-251. https://doi.org/10.1016/0169-5983(91)90045-K
- Ramsden, J.D. (1993). Tsunami: forces on a vertical wall caused by long waves, bores, and surges on a dry bed. Ph.D. Dissertation, California Institute of Technology.
- Seiffert, B., Hayatdavoodi, M. and Ertekin, R.C. (2014). Experiments and computations of solitary-wave forces on a coastalbridge deck. Part I: flat plate. Coastal Engineering, 88, 194-209. https://doi.org/10.1016/j.coastaleng.2014.01.005
- Shigihara, Y., Fujima, K. and Kosa, K. (2010). Reevaluation of tsunami force acted on the bridges of the neighborhood of Banda Aceh in the 2004 Indian Ocean Tsunami. Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), JSCE, 66(1), 231-235 (in Japanese). https://doi.org/10.2208/kaigan.66.231
- Shoji, G., Ezura, Y. and Hiraki, Y. (2012). Modeling of tsunami fluid force on a bridge deck subjected to plunging breaker bores and surging breaker bores. 12th WCEE.
- Shoji, G., Hiraki, Y., Fujima, K. and Shigihara, Y. (2010). Experimental study on fluid force acting on a bridge deck subjected to plunging breaker bores and surging breaker bores. Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), JSCE, 66(1), 801-805 (in Japanese). https://doi.org/10.2208/kaigan.66.801
- Shoji, G. and Moriyama, T. (2007). Evaluation of the structural fragility of a bridge structure subjected to a tsunami wave load. J. Nat. Disaster Sci., 29(2), 73-81. https://doi.org/10.2328/jnds.29.73
- Shoji, G., Moriyama, T., Fujima, K., Shigihara, Y. and Kasahara, K. (2009). Experimental study associated with a breaking tsunami wave load acting onto a single span bridge deck. Journal of Structual Engineering, JSCE, 55A, 460-470 (in Japanese).
- Smagorinsky, J. (1963). General circulation experiments with the primitive equations. Mon. Weath. Rev., 91(3), 99-164. https://doi.org/10.1175/1520-0493(1963)091<0099:GCEWTP>2.3.CO;2
- Tanabe, S., Asai, M. and Sonoda, Y. (2013). Numerical evaluation of fluid force acted on bridge girders during tsunami by using particle method. APCOM & ISCM, Singapore.
- Unjoh, S. (2007). Bridge damage caused by tsunami. Bulletin of Japan Association for Earthquake Engineering, 6, 26-28 (in Japanese).
- Xiao, H. and Huang, W. (2008). Numerical modeling of wave runup and forces on an idealized beachfront house. Ocean Engineering, 35, 106-116. https://doi.org/10.1016/j.oceaneng.2007.07.009
- Xu, G. (2015). Investigating wave forces on coastal bridge deck. Ph.D. Dissertation, Louisiana State University.
- Yim, S.C. and Azadbakht, M. (2013). Tsunami forces on selected California coastal bridges. Final Report Submitted to the California Department of Transportation (Caltrans) under Contract No. 65A0384.
- Zhang, G., Hoshikuma, J.I. and Usui, T. (2010). A study on countermeasure for reducing effect of tsunami on highway bridges. Proceedings of 26th US-Japan Bridge Engineering Workshop, 175-83.