@article{oai:kanazawa-u.repo.nii.ac.jp:00010008,
 author = {沖, 和哉 and 平野, 宗治 and 四辻, 拓哉 and 柿木, 哲哉 and 由比, 政年 and 山田, 文彦 and 辻本, 剛三},
 issue = {1},
 journal = {土木学会論文集B2(海岸工学) = Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering)},
 month = {Jan},
 note = {Experimental Study is conducted in horizontal 2-D wave basin to investigate the wave dissipation performance of Double Barrier Floating Breakwater (DBFB), which is restrained by vertical piles. The results are compared to that of fixed breakwater. The pressures on the front and lee sides of breakwater are examined in order to evaluate a drag coefficient, Cd and a hydrodynamic-mass coefficient, Cm of DBFB. The transmission coefficients are then estimated from these hydrodynamic coefficients under various conditions. The applicability of the formula proposed by Harms(1979) are also discussed.},
 pages = {726--730},
 title = {ダブルバリア型浮消波堤におけるCd値およびCm値の計測と平面波浪特性についての考察},
 volume = {66},
 year = {2010}
}