|
[1]Arnason, H., “Interactions between an Incident Bore and a Free-Standing Coastal Structure.” PhD dissertation, University of Washington, 2005. [2]Arnason, H., “Tsunami Bore Impingement onto a Vertical Column.”, 2009. [3]Abul-Azm, A. G. “Diffraction through wide submerged breakwaters under oblique waves.” Oc. Engng., 21, 683-706, 1994. [4]Benz, W., Asphaug, E., “Impact simulations with fracture. I. Methods and tests.” Icarus, 107, 98–116, 1994. [5]Benz, W., Asphaug E., “Simulations of brittle solids using smooth particle hydrodynamics.” Comput. Phys. Commun. Vol. 87. P. 253–265, 1995. [6]Cabot, W., Moin, P., “Approximate wall boundary conditions in the large-eddy simulation of high Reynolds number flow.” Flow Turb. Combust. 63, 269-291, 2000. [7]Chuang, M. H., “Developing a Two-way Coupled of Moving Solid Method for Solving Landslide Generated Tsunamis.” Master dissertation, National Central University, 2009. [8]Dressler, R. F., “Hydraulic resistance effect upon the dam-break functions.” Journal of Research of the National Bureau of Standards 49(3): 217–225, 1952. [9]Deardorff, J. W., “Three-dimensional numerical study of the height and mean structure of a heated planetary boundary layer.” Boundary-Layer Meterol. 7, 81-106, 1974. [10]Dalrymple, R. A., Knio, O., Cox, D. T., Gesteira, M., and Zou, S., “Using a Lagrangian particle method for deck overtopping.’’ Proc., Waves 2001, ASCE, Reston, Va., 1082–1091. 2002. [11]Fontaine, E., ‘‘On the use of smoothed particle hydrodynamics to model extreme waves and their interaction with structures.’’ Proc., Rogue Waves 2000, (www.ifremer.fr/metocean/conferences/wk.htm), 2000. Fontaine, E., Landrini, M., and Tulin, M., ‘‘Breaking: Splashing and ploughing phases.’’ Int. Workshop on Waterwaves and Floating Bodies, 34–38, 2000. [12]Ertekin, R. C. and Becker, J. M., “Nonlinear diffraction of waves by a submerged shelf in shallow water.” In: Chakrabarti, S. et al. (Eds), Offshore Mech. and Arctic Engng. 1996, vol. I Pt. B, ASME, New York, 31-39, 1996. [13]Fukui, Y., Nakamura, M., Shiraishi, H., and Sasaki, Y., “Hydraulic study on tsunami.” Coastal Engineering, Japan, Vol. 6, pp. 67–82, 1963. [14]Fontaine, E., Landrini, M., and Tulin, M., ‘‘Breaking: Splashing and ploughing phases.’’ Int. Workshop on Waterwaves and Floating Bodies, 34–38, 2000. [15]Fontaine, E., “On the use of smoothed particle hydrodynamics to model extreme waves and their interaction with structures.” Proc., Rogue Waves, 2000. [16]Gingold, R. A., and Monaghan, J. J., ‘‘Smoothed particle hydrodynamics: Theory and application to nonspherical stars.’’ Mon. Not. R. Astron. Soc., 181, 375–389. 1977. [17]Gomez-Gesteira, M., and Dalrymple, R. A., ``Using a 3D SPH Method for Wave Impact on a Tall Structure,'' J. Waterways, Port, Coastal, Ocean Engineering, 130, 2, 63-69, 2004 . [18]Harlow, F. H. and Welch, J. E., “Numerical calculation of time-dependent viscous incompressible flow of fluid with a free surface,∥ Phys. Fluids, Vol. 8, pp. 2182-2189, 1965. [19]Henderson, F. M., “Open Channel Flow,”Macmillan Publishing Co., New York, New York, pp522, 1966. [20]Hirt, C. W., Nichols, B. D. and Romero, N. C., “SOLA-a numerical solution algorithm for transient fluid flows,” Los Alamos Scientific Laboratory, LA-582, pp. 1-50, 1975. [21]Hirt, C. W. and Nichols, B. D., “Volume of fluid (VOF) method for the dynamics of free boundaries.” J. Comp. Phys., 39, 201-225, 1981. [22]Hino, T., Miyata, H. and Kajitani, H., “Anumerical solution method for nonlinear shallow water.” Journ of the Society of Naval Architects of Japan, vol. 153, pp. 1-12, 1983. [23]Heinrich, P., “Non linear water waves generated by submarine and aerial landslides.” J. Waterw. Port Coast. Ocean Eng. 118, 249–266, 1992. [24]Huang, C.-J. and Dong, C.-M., “Wave deformation and vortex generation in water waves propagating over a submerged dike.” Coast. Engng. 37, 123-148, 1999. [25]Kothe, D. B., Williams, M. W., Lam, K. L., Korzewa, D. R., Tubesing, P. K., & Puckett, E. G., “A second-order accurate, linearity-preserving volume tracking algorithm, for free surfaceflows on 3-D unstructured meshes.” Proc. 3rd ASME/JSME Joint Fluids Engng Conf. 18–22 July. FEDSM99-7109, 1999. [26]Lucy, L., “A numerical approach to the testing of the fission hypothesis.” Astron. J. 82, 1013-1024, 1977 [27]Losada, I. J., Silva, R., and Losada, M. A., “3-D non-breaking regular wave interaction with submerged breakwaters.” Coast. Engng., 28, 229-248, 1996. [28]Lin, P. and Liu, P. L.-F., “A numerical study of breaking waves in the surf zone.” J. Fluid Mech., 359, 239-264, 1998a. [29]Lin, P., and Li, C. W., “Wave-current interaction with a vertical square cylinder.” Ocean Engineering, 30 855-876, 2003. [30]Liu, P. L.-F., Lynett, P., Fernando, H., Jaffe, B.E., Fritz, H., Higman, B., Morton, R., Goff, J., and Synolakis, C., “Observations by the International Tsunami Survey Team in Sri Lanka.” SCIENCE 308 (5728): JUN 10, 1595-1595, 2005. [31]Lohner, R., Yang, C., and Onate, E., “On the simulation of flows with violent free surface motion”, Comput. Methods Appl, Mech, Engrg, 195, pp. 5597-5620, 2006. [32]Monaghan, J. J., “Simulating free surface flows with SPH,” J. Comput. Phys, Vol. 110, pp. 399–406, 1994. [33]Monaghan, J. J., ‘‘Gravity currents and solitary waves.’’ Physica D, 98, 523–533, 1996. [34]Mohapatra, P. K., Eswaran, V., and Bhallamudi, S. M., “Two-dimensional analysis of dam-break flow in vertical plane.” J. Hydr. Engng. ASCE, 125 (2), pp. 183–192, 1999. [35]Monaghan, J. J., Cas, R. F., Kos, A., and Hallworth, M., ‘‘Gravity currents descending a ramp in a stratified tank.’’ J. Fluid Mech., 379, 39–70, 1999. [36]Monaghan, J. J., and Kos, A., ‘‘Solitary waves on a Cretan beach.’’ J. Waterw., Port, Coastal, Ocean Eng., 125(3), 145–154, 1999 [37]Monaghan, J. J. and Kos, A., “Scott Russell’s wave generator,” Phys. Fluids, Vol. 12, No. 3, pp. 622–630, 2000. [38]Marchandise, E., and Remacle, J. F., “A stabilized finite element method using a discontinuous level set approach for solving two phase incompressible flows.” J Comput Phys, 219 (2), pp. 780–800, 2006. [39]Nichols, B. D., Hirt, C, W., and Hotchkiss, R. S., “SOLA-VOF: A Solution Algorithm for Transient Fluid Flow with Multiple Free Boundaries” Report LA-8355, Los Alamos Scientific Laboratory, University of California, Los Alamos, New Mexico, 1980. [40]Nouri, Y., Nistor, I., Palermo, D. and Cornett, A., “Experimental investigation of the tsunami impact on free standing structures.” Coastal Engineering Journal, JSCE, 52 (1), 43–70, 2010. [41]Nistor, I., Palermo, D., Cornett, A., and Al-Faesly, T., “Experiment and numerical modeling of tsunami loading on structures.”, 2011. [42]Osher, S. and Sethian, J. A., “Fronts Propagating with Curvature Dependent Speed: Algorithms Based on Hamilton-Jacobi Formulations.” J. Comput. Phys. 79, 12-49, 1988. [43]Ritter, A., “Die Fortpflanzung der Wasserwellen.” Zeitschrift des Vereines Deutscher Ingenieure, Vol. 36, NO. 24, pp.947–954, 1892. [44]Ramsden, J. D., “Tsunamis: Forces on a Vertical Wall Caused by Long Waves, Bores, and Surges on a Dry Bed.” Ph.D. dissertation, California Institute of Technology, 1993. [45]Rider, W. J. and Kothe, D. B., “Reconstructing Volume Tracking.” J. Comp. Phys., 141, 112-152, 1998. [46]Rogers, B.D. and Dalrymple, R. A., “Three-Dimensional SPH-SPS Modeling of Wave Breaking.” Symposium on Ocean Wave Measurements and Analysis, ASCE, Madrid, 2005. [47]Stoker, J. J., “The formation of breaker and bores, the theory of nonlinear wave propagation in shallow water and open channels, Communications on AppliedMathematics 1(1): 1–87.”, 1948. [48]Stoker, J. J., “Water Waves; The Mathematical Theory with Applications.” Interscience Publishers, New York, 1957. [49]Smagorinsky, J., “General circulation experiments with the primitive equations: I. The basic equations. Mon.” Weather Rev. 91, 99-164, 1963. [50]Synolakis, C. E. and Kong, L., “Runup measurements of the December 2004 Indian Ocean tsunami.” Earthquake Spectra 22, S3(June), 2006. [51]Synolakis, C. E., and Bernard, E. N. ”Tsunami science before and beyond Boxing Day 2004” doi: 10.1098/rsta.2006.1824 Phil. Trans. R. Soc. A 2006 364, 2231-2265, 2006. [52]Ting, F. C. K. and Kim, Y.-K., “Vortex generation in water waves propagation over a submerged obstacle.” Coast. Engng. 24, 23-49, 1994. [53]Tang, C. J. and Chang, J. H., “Flow separation during solitary wave passing over submerged obstacle.” J. Hydr. Engng. 124, 742-749, 1998. [54]Vincent, S., Randrianarivelo, T. N., Pianet, G., and Caltagirone, J. P., “Local penalty methods for flows interacting with moving solids at high Reynolds numbers”, Computers & Fluids, 36, pp. 902–913, 2007. [55]Whitham, G. B., “Linear and Nonlinear Waves,” a Wiley-Interscience Pub., New York, pp636, 1974. [56]Wu, T. R., “A numerical study of three-dimensional breaking waves and turbulence effects,” PhD dissertation, Cornell University, 2004. [57]Walhorn, E., Kolke, A., Hubner, B., and Dinkler, D., “Coupling within a monolithic model involving free surface flows.” Comput. Struct., 83, pp. 2100–2111, 2005. [58]Wu, T. R. and Liu, P. L. F., “Numerical study on the three-dimensional dam-break bore interacting with a square cylinder”, in Nonlinear Wave Dynamics (ed. Lynett, P.), World Scientific Publishing, 2009a. [59]Wijatmiko, I and Murakami, K., “Study on the Interaction Between Tsunami Bore and Cylindrical Structure with Weir.” 2012. [60]Yeh, H. H,. and Ghazali, A., “nearshore behavior of bore on a uniformly sloping beach.” Proc. 20th Conf. Coastal Engng, pp. 877-888, 1986. [61]Yeh, H. H., & Ghazali, A., “On bore collapse.” J . Geophys. Res. 93, 6930-6936. 1988. [62]Yeh, H. H,. Ghazali, A., and Marton I., “Experimental study of bore run up.”, J . Fluid Mech. 206, 563-578, 1989. [63]Yang C, Lin B, Jiang C, Liu Y., “Predicting near-field dam-break flow and impact force using a 3D model.” Journal of Hydraulic Research, 48 784-792 ISBN/ISSN: 10.1080/00221686.2010.531099, 2010. [64]Zhuang, F. and Lee, J. J., “A viscous rotational model for wave overtopping over marine structure.” Proc. 25th Int. Conf. Coastal Eng., ASCE, pp. 2178-2191., 1996. [65]朱佳仁, ”Engineering fluid mechanics” 台北市: 科技圖書,2005 [66]許泰文,謝志敏,辛志勇,黃榮鑑, “應用數值模擬波浪通過系列潛堤之渦流特性”,第二十四屆全國力學會議, pp. B249-B256, 2000. [67]許泰文,彭逸凡,謝志敏,楊文昌,黃榮鑑, “應用數值模擬波浪通過不透水雙列潛堤之渦流特性”,第二十六屆全國力學會議論文摘要集, pp。 B054, 2002。 [68]羅德章,陳力民,吳姿潓, “計算流力在潰壩波與結構物互制之研究”,第33屆海洋工程研討會論文集, 2011。 [69]魏妙珊, “三維海嘯湧潮對近岸結構物之影響”,碩士論文, 2009。 [70]日本警察廳(http://www.npa.go.jp/archive/keibi/biki/higaijokyo.pdf) [71]http://www.youtube.com/user/AssociatedPress/videos?query=Tsunami+Slams+Northeast+Japan)
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