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EXPERIMENTAL STUDY ON CHARACTERISTICS OF WAVE PRESSURE ON BREAKWATERS AND STABILITY OF ARMOR UNITS DUE TO TSUNAMI OVERFLOW

机译：海啸溢出引起的铠装散热器波动特性及稳定性的试验研究

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Yoshihiro OHMURA; Hiroshi YAGI; Akiyoshi NAKAYAMA; Satoshi UCHIDA; Kunitomo ASAKURA; Azumi KADO; Jun NAMEKAWA; Hiroyuki KATO;
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1. STABILITY ESTIMATION METHOD FOR ARMOR UNITS FOR BREAKWATERS WITH PARAPETS AGAINST TSUNAMI OVERFLOW [J] . Jun Mitsui, Shin-ichi Kubota, Akira Matsumoto Proceedings of the International Conference on Coastal Engineering . 2018,第36期

机译：海啸溢流带护板防空装置的装甲单元稳定性估算方法
2. STABILITY OF ARMOR UNITS COVERING RUBBLE MOUND OF COMPOSITE BREAKWATERS AGAINST A STEADY OVERFLOW OF TSUNAMI [J] . Akira Matsumoto, Jun Mitsui, Kazuo Nadaoka, Proceedings of the International Conference on Coastal Engineering . 2014,第34期

机译：防止海啸稳定溢流的装甲单位覆盖复合防空墙的稳定性
3. Estimation Method of Armor Stability Against Tsunami Overtopping Caisson Breakwater Based on Overflow Depth [J] . Mitsui Jun, Matsumoto Akira, Hanzawa Minoru, Coastal Engineering Journal . 2016,第4期

机译：基于溢流深度的海啸越过沉箱防波堤的装甲稳定性评估方法
4. Experimental Study of the Stability of Concrete Blocks Covering Mounds of Breakwaters for Overflow during Tsunami [C] . Kuniaki Oi, Kenjirou Hayashi, Tsuyoshi Tada, International ocean and polar engineering conference;International Society of Offshore and Polar Engineers . 2015

机译：海啸期间溢洪防波堤混凝土砌块的稳定性试验研究
5. Experimental study of wave forces on a quarry stone armour unit of a submerged breakwater. [D] . Pramono, Wasi Tri. 1994

机译：水下防波堤采石场装甲单元上波浪力的实验研究。
6. Numerical Study on Tsunami Hazard Mitigation Using a Submerged Breakwater [O] . Taemin Ha, Jeseon Yoo, Sejong Han, -1

机译：淹没式防波堤减轻海啸危害的数值研究
7. Stability Verification Method for Armor Units Covering Breakwater Rubble Mounds against Tsunami Overflow [O] . Jun MITSUI, Akira MATSUMOTO, Minoru HANZAWA, 2013

机译：用于覆盖海啸溢出的防波堤瓦砾土墩的稳定性验证方法
8. An Experimental Study of the Transmission Characteristics of Pressure Waves in the Aorta [R] . Histand, M. B. 1969

机译：主动脉压力波传导特性的实验研究

EXPERIMENTAL STUDY ON CHARACTERISTICS OF WAVE PRESSURE ON BREAKWATERS AND STABILITY OF ARMOR UNITS DUE TO TSUNAMI OVERFLOW

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