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1. Alkhalidi, M.; Neelamani, S.; Assad, A., 2015. Wave pressures and forces on slotted vertical wave barriers. Ocean Engineering, 108: 578-583.# 2. Chiu, Y.F.; Lin, J.G.; Chang, S.C.; Lin, Y.J.; Chen, C.H., 2007. An experimental study of wave forces on vertical breakwater. Journal of Marine Science and Technology, 15(3): 158-170.# 3. Dhinakaran, G.; Sundar, V.; Sundaravadivelu, R.; Graw, K., 2002. Dynamic pressures and forces exerted on impermeable and seaside perforated semicircular breakwaters due to regular waves. Ocean Engineering, 29(15): 1981-2004.# 4. Goda, Y., 1985. Random seas and design of maritime structures. University of Tokyo Press, Japan, 443P. # 5. Hughes, S.A., 1993. Physical models and laboratory techniques in Coastal Engineering, Advanced Series on Ocean Engineering. World Scientific Publishing, Singapore, 568P.# 6. Ji, C.H.; Oh, S.H.; Oh, Y.M.; Jang, S.C.; Lee, D.S., 2014. Experimental investigation of horizontal wave forces on the perforated caisson with single and double wave chambers. Proceedings of the 34th international conference on coastal engineering, Seoul, South Korea, 321-329PP.# 7. Munireddy, M.G.; Neelamani, S., 2004. Wave pressure reduction on vertical seawalls/caissons due to an offshore breakwater. Indian Journal of Marine Sciences, 33(4): 329-337.# 8. Neelamani, S.; Schüttrumpf, H.; Muttray, M.; Oumeraci, H., 1999. Prediction of wave pressures on smooth impermeable seawalls. Ocean Engineering, 26(8): 739-765.# 9. Neelamani, S.; Sandhya, N., 2004. Wave reflection, run-up, run-down and pressures on plane, dentated and serrated seawalls. Coastal Engineering, 46(2): 141-169.# 10. Ozgur, V.S.; Kabdasli, M.S., 2009. Reduction of non-breaking wave loads on caisson type breakwaters using a modified perforated configuration. Ocean Engineering, 36(17): 1316-1331.# 11. Thaha, M.A.; Dwipuspita, A.I.; Minggu, W., 2013. The perfomance of perforated screen seawall in dissipating waves, minimizing reflected wave and run-up/run-down, 4th International Seminar of HATHI, 6-8 September, Yogyakarta, Indonesia.# 13. ایروانی، ن.؛ منتظری نمین، ن.، 1392. مدل‌سازی عددی اندرکنش موج با دیوار متخلخل ساحلی در فضای دو بعدی قائم، نشریه مهندسی دریا، سال نهم، شماره 17، صفحات 26-15.# 14. چگینی، و.، 1377. مجموعه کتاب‌های مهندسی دریا، راهنمای طراحی موج‌شکن‌ها، جلد دوم، چاپ اول، شرکت جهاد تحقیقات و آبخیزداری تهران، 276 صفحه.# 15. کرمی‌خانیکی، ع.؛ شکرلب، م.، 1384. ارزیابی آزمایشگاهی انعکاس امواج از دیواره‌های ساحلی صندوقه‌ای، فصلنامه پژوهش و سازندگی، سال هجدهم، شماره 2، صفحات 17-11.# 16. کرمی‌خانیکی، ع.، 1391. بررسی پایداری دیوارهای دریایی خاک مسلح، گزارش نهایی طرح تحقیقاتی، وزارت جهاد کشاورزی، پژوهشکده حفاظت خاک و آبخیزداری تهران، 177 صفحه.# 17. وفایی‌پور سرخابی، ر.؛ لطف‌اللهی یقین، م.ع.؛ امین‌فر، م.ح.، 1390. تأثیر دوره‌ی تناوب امواج تصادفی بر واکنش دیوارهای ساحلی با اشکال هندسی مختلف به روش عددی، نشریه اقیانوس‌شناسی، سال دوم، شماره 8، صفحات 78-69.# 18. Alkhalidi, M.; Neelamani, S.; Assad, A., 2015. Wave pressures and forces on slotted vertical wave barriers. Ocean Engineering, 108: 578-583.# 19. Chiu, Y.F.; Lin, J.G.; Chang, S.C.; Lin, Y.J.; Chen, C.H., 2007. An experimental study of wave forces on vertical breakwater. Journal of Marine Science and Technology, 15(3): 158-170.# 20. Dhinakaran, G.; Sundar, V.; Sundaravadivelu, R.; Graw, K., 2002. Dynamic pressures and forces exerted on impermeable and seaside perforated semicircular breakwaters due to regular waves. Ocean Engineering, 29(15): 1981-2004.# 21. Goda, Y., 1985. Random seas and design of maritime structures. University of Tokyo Press, Japan, 443P. # 22. Hughes, S.A., 1993. Physical models and laboratory techniques in Coastal Engineering, Advanced Series on Ocean Engineering. World Scientific Publishing, Singapore, 568P.# 23. Ji, C.H.; Oh, S.H.; Oh, Y.M.; Jang, S.C.; Lee, D.S., 2014. Experimental investigation of horizontal wave forces on the perforated caisson with single and double wave chambers. Proceedings of the 34th international conference on coastal engineering, Seoul, South Korea, 321-329PP.# 24. Munireddy, M.G.; Neelamani, S., 2004. Wave pressure reduction on vertical seawalls/caissons due to an offshore breakwater. Indian Journal of Marine Sciences, 33(4): 329-337.# 25. Neelamani, S.; Schüttrumpf, H.; Muttray, M.; Oumeraci, H., 1999. Prediction of wave pressures on smooth impermeable seawalls. Ocean Engineering, 26(8): 739-765.# 26. Neelamani, S.; Sandhya, N., 2004. Wave reflection, run-up, run-down and pressures on plane, dentated and serrated seawalls. Coastal Engineering, 46(2): 141-169.# 27. Ozgur, V.S.; Kabdasli, M.S., 2009. Reduction of non-breaking wave loads on caisson type breakwaters using a modified perforated configuration. Ocean Engineering, 36(17): 1316-1331.# 28. Thaha, M.A.; Dwipuspita, A.I.; Minggu, W., 2013. The perfomance of perforated screen seawall in dissipating waves, minimizing reflected wave and run-up/run-down, 4th International Seminar of HATHI, 6-8 September, Yogyakarta, Indonesia.#
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