@article{oai:nagasaki-u.repo.nii.ac.jp:00014339,
 author = {加藤, 重一 and 薦田, 廣章 and 田中, 庸介},
 issue = {35},
 journal = {長崎大学工学部研究報告, Reports of the Faculty of Engineering, Nagasaki University},
 month = {Jul},
 note = {Many studies on the damping effect of flexible floating breakwater have been done based on inside experiment and field investigation, but next two points have not yet sufficiently been clarified. 1. general nature. 2. precise similarity. For point 1, the defects of past studies are that the value L/l to l does not cover all values of L/l, where, l is length of flexible floating breakwater and L is wave length. For point 2, it has not almost been investigated. This study makes these points at issue clear. Authors hope that flexible floating breakwater would be used to consider these points in future., 長崎大学工学部研究報告, 21(35), pp.45-52; 1990},
 pages = {45--52},
 title = {撓性浮防波堤の消波効果について},
 volume = {21},
 year = {1990}
}