[1] M.W. Fousert, Floating breakwater: theoretical study of dynamic wave attenuating system, MSc.Thesis, TU Delft, Faculty of Civil Engineering and Geosciences, section Hydraulic Engineering, (2007).
[2] R. F. Henry, W. Ahn, C.J. Garrison, V. Shepsis, Design and construction of floating breakwaters for the port of Bremerton using physical and computer modeling, ASCE, Section: Waterfront Structures, (2006) 1-10
[3] E.V. Koutandos, Th.V. Karambas, C.G. Koutitas, Floating breakwater response to waves action using a boussineq model coupeled with a 2dv elliptic solver, Journal of Waterway, Port, Coastal and Ocean Engineering, 130(5) (2004) 243-255.
[4] A.R. Zidan, O.S. Rageh, T.E Sarhan., M.M. ELSharabasy, Wave interaction with single twin pontoon, Sixteenth International Water Technology, Conference, Istanbul, Turkey, IWTC 16, (2012).
[5] J.A. Syltern, Floating breakwaters, A Literature Survey, Trondheim, (2004).
[6] A. Sutko, E.L. Haden, The effect of surge, heave and pitch on the performance of a floating breakwater”, Proceedings of the Floating Breakwater Conference, Newport, Rhode Island, April 23-25, (1974) 41-53.
[7] R.D. Carver , Floating breakwater wave attenuation tests for east bay Marina, Olympia harbor, Washington, Technical report HL-79-13, US army engineer waterways station, (1979).
[8] L. Martinelli, P. Ruol, and B. Zanuttigh, Wave basin experiments on floating breakwaters with different layouts, Applied ocean research, 30(3) (2008) 199-207.
[9] A. Mahmoudi, H. Hakimzadeh, M Ketabdari., 2014, Simulation of wave propagation over coastal structures using WCSPHMethod, International Journal Of Maritime Technology, 2(2014) 1-13.
[10] M. Kolahdoozan, O. Taheri, H. Ghasemi, Hydrodynamic performance evaluation of step floatingbreakwaters through experiment and artificial intelligence, Proceedings of the International Conference on Civil, Structural and Transportation Engineering, Ottawa, Ontario, Canada, May 4 – 5, 293, (2015) 293-1.
[11] S.G. Patil, S. Mandal, A.V. Hegde, Genetic algorithm based support vector machine regression in predicting wave transmission of horizontally interlaced multilayer moored floating pipe breakwater,Journal Of Advances in Engineering Software, 45(1) (2012) 203–212.
[12] L.B. Lucy, A numerical approach to the testing of the fission hypothesis, Astron J., 82(12) (1977) 1013–1024.
[13] J.J. Monaghan, Simulating Free Surface Flows with SPH, Journal of Computational Physics, 110(2) (1994) 399-406.
[14] C. Antoci, M. Gallati, S Sibilla, Numerical simulation of fluid–structure interaction by SPH, Journal of Computers and Structures 85(2007) 879–890.
[15] S.M. Hosseini, N. Amanifard, Presenting a modified SPH algorithm for numerical studies of fluid-structure interaction problems, IJE Trans B: Applications, 20(2007) 167-178.
[16] M.H Farahani., N. Amanifard, Gh. Pouryoussefi, Numerical simulation of a pulsatory flow moving through flexible walls using smoothed particle hydrodynamics, To be published in proceeding of World Congress of Engineering, The International Conference of Mechanical Engineering, London, U.K, (2008).
[17] M.H Farahani., N. Amanifard, H Asadi., M. Mahnama, Fluid structure interaction simulation with free surface flows by smoothed particle hydrodynamics, Abstract accepted for the ASME, International Mechanical Engineering Congress and Exposition (IMECE 2008), Boston, MA, USA, (2008).
[18] J.J. Monaghan, Smoothed particle hydrodynamics, Ann.Rev. Astron. Astrophys, 30 (1992) 543–74.
[19] S.J. Cummins, M. Rudman, An SPH projection method”, Journal of Computer and Physics, 152(1999) 584-607.
[20] S.M. Hosseini, M.T Manzari., S.K Hannani., A fully explicit three step SPH algorithm for simulation of non- Newtonian fluid flow, J. Numerical Methods for Heat and Fluid Flow, 17(2007) 715– 735.
[21] J.H. Vugts, PhD thesis, The hydrodynamic forces and ship motions in waves, Delft University of Technology, Netherlands, (1970).