APPLICABILITY OF FLUID-RIGID BODY COUPLED ANALYSIS METHOD FOR BEHAVIOR OF TSUNAMI DRIFTING OBJECTS IN FRONT OF SEAWALL

Author:

YONEYAMA Nozomu1,TAMINO Yusuke2

Affiliation:

1. 京都大学 防災研究所

2. 京都大学大学院工学研究科都市社会工学専攻

Publisher

Japan Society of Civil Engineers

Reference5 articles.

1. 1) 青木一真, 井唯博吏, 牛島省, 鳥生大祐, 柳生大輔:構造物および地表面との衝突を伴う多数の津波漂流物輸送の数値実験,土木学会論文集A2(応用力学),Vol. 71,No. 2,pp. I_379-I_388,2015. [Aoki, K., Itada, H., Ushijima, S., Toriu, D. and Yagyu, D.: Numerical experiments for many floating objects transported by tsunami flows taking account of collisions among structures and ground surfaces, Journal of Japan Society of Civil Engineers, Ser. A2, Vol. 71, No. 2, pp. I_379-I_388, 2015.]

2. 2) 米山望,田中豊,Pringle W.,永島弘士 : 実地形へ適用可能な三次元漂流物挙動解析手法の開発と基礎的な検証,土木学会論文集B2(海岸工学),Vol. 71,No. 2,pp. I_1027-I_1032,2015. [ Yoneyama, N., Tanaka, Y., Pringle W. and Nagashima, H.: The development of three dimensional numerical analysis for tsunami driven debris in real scale scenarios and its basic verification, Journal of Japan Society of Civil Engineers, Ser. B2 (Coastal Engineering), Vol. 71, Issue 2, pp. I_1027-I_1032, 2015.]

3. 3) Yoneyama, N., Nagashima, H. and Toda, K. : Three-dimensional numerical analysis to predict behavior of driftage carried by tsunami, Earth Planets Space, 64, 965–972, 2012.

4. 4) Pringle W., Yoneyama, N. and Mori, N. : Multiscale coupled three-dimensional model analysis of the tsunami flow characteristics around the Kamaishi Bay offshore breakwater and comparisons to a shallow water model, Coastal Engineering Journal 60(2) 200-224 2018.

5. 5) 大成建設株式会社:令和2年度原子力施設等防災対策等委託費(耐津波設計・フラジリティ評価手法の整備に係る防潮堤水理試験(漂流物影響))事業成果報告書,2020. [Taisei corporation: FY 2020 Nuclear facility accident prevention measures commissioning project (The hydraulic tests to develop the evaluation method for the Tsunami design and the fragility of the seawall (effect of drifting objects)) project results report, 2020.]

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