Alkhalidi M, Neelamani S and Assad AAH, 2015. Wave force and dynamic pressure on slotted vertical wave barriers with an impermeable wall in random wave fields. Ocean Engineering 109 (1): 1–6.
Anandkumar G, Sundar V, Graw KU and Kaldenhoff H, 1995. Pressure and forces on inclined cylinders due to regullar waves. Ocean Engineering 22 (7): 747–759.
Bergmann H and Oumeraci H, 1998. Wave pressure distribution on permeable vertical walls. 26th International Conference on Coastal Engineering. Copenhagen, Denmark, 2042–2055.
Chen XF, Li YC, Wang YX, Dong GH and Bai X, 2003. Numerical simulation of wave interaction with perforated caissons breakwaters. China Ocean Engineering 17(1): 33–43.
Dean RG and Dalrymple RA, 1991. Water wave mechanics for engineers and scientists. World scientific. Delaware University, USA. 371p.
Dhinakaran G, Sundar V, Sundaravadivelu R and Graw KU, 2002. Dynamic pressures and forces exerted on impermeable and seaside perforated semicircular breakwaters due to regular waves. Ocean Engineering 29(15): 1981–2004.
Hall K, 2000. Wave transmission through multi-layer wave screens. M.Sc. thesis at Queen's university, Kingston, Ontario, Canada.
Hughse SA, 1993. Physical Models and Laboratory Techniques in Coastal Engineering. World scientific. Delaware University, USA, 568p.
Huang ZH and Li L, 2011. Hydraulic performance and wave loadings of perforated/slotted coastal structures: a review. Ocean Engineering 38(1): 1031–1053.
Kisacik D, Troch P and Bogaert PV, 2012. Description of loading conditions due to violent wave impacts on a vertical structure with an overhanging horizontal cantilever slab. Coastal Engineering 60(1): 201–226.
Koraim AS, Iskander MM and Elsayed WR, 2014. Hydrodynamic performance of double rows of piles suspending horizontal c shaped bars. Journal of Coastal Engineering 84: 81-96.
Krishnakumar C, Sunder V and Sannasiraj SA, 2010. Pressures and forces due to directional waves on a vertical wall fronted by wave screens. Applied Ocean Research 32 (1): 1-10.
Neelamani S and Sandhya N, 2005. Surface roughness effect of vertical and sloped seawall in incident random wave fields. Ocean Engineering. 32: 395–416.
Reddy MS and Neelamanit S, 1992. Wave transmission and reflection characteristics of a partially immersed rigid vertical barrier. Ocean Engineering 19(1): 313–325.
Sahoo T, Lee MM, and Chwang AT, 2000. Trapping and generation of waves by vertical porous structures. Journal of Engineering Mechanics. 126 (10): 1074-1082.
Shih RS, 2016. Investigation of random wave impact on highly pervious pipe breakwaters. Ocean Research 58 (1): 146–163.
Sorensen RM, 2006. Basic coastal Engineering. Springer Science. Lehigh University, Bethlehem, Pennsylvania. 331p.
Sundar V, Koola PM and Schlenkhoff AU, 1999. Dynamic pressure on inclined cylinders due to freak waves. Ocean Engineering 26 (9): 841–863.
Taqi A, Neelamani S, Al-Khalidi M and Al-Salem K, 2013. Experimental investigation to assess the wave energy dissipation for arrays of vertical slotted barriers. In: Proceedings of the 35th IAHR World Congress. Chengdu, China, A11863, (2), 1–15.
Yagci O, Kirca VSO, Kabdasli MS, Celik AO, Unal NE and Aydingakko A, 2006. An experimental model application of wavescreen: dynamic pressure, Water particle velocity, and wave measurements. Ocean Engineering 33(1): 1299-1321.
)