Publisher
Japan Society of Civil Engineers
Reference12 articles.
1. 1) 中村友昭，鈴木愛美，水谷法美：高濃度の浮遊砂を含有した流体の粘度の測定とその評価，土木学会論文集B3（海洋開発），Vol. 71，No. 2，pp. I_1185-I_1190，2015．[Nakamura, T., Suzuki, M. and Mizutani, N.: Measurement and evaluation of viscosity of fluid containing highlyconcentrated suspended sediment, J. JSCE, Ser. B3 (Ocean Eng.), Vol. 71, No. 2, pp. I_1185-I_1190, 2015.]
2. 2) 松冨英夫，川島峻：津波氾濫流の密度に関する基礎実験，海岸工学論文集 B2（海岸工学），Vol. 71，No. 2，pp. I_355-I_360，2015．[Matsutomi, H. and Kawashima, S.: Elementary experiment on the maximum density of tsunami inundation flow, J. JSCE, Ser. B2 (Coastal Eng.), Vol. 71, No. 2, pp. I_355-I_360, 2015.]
3. 3) American Society of Civil Engineers (ASCE) : Minimum Design Loads and Associated Criteria for Buildings and Other Structures, ASCE/SEI 7-22, 1046p., 2022.
4. 4) Federal Emergency Management Agency (FEMA) : Guidelines for Design of Structures for Vertical Evacuation from Tsunamis, Third Edition, FEMA-P646, 202p., 2019.
5. 5) 松冨英夫，今野史子，齋川聖，鎌滝孝信，渡邉一也：津波氾濫水密度の土砂堆積や遡上高への影響，海岸工学論文集 B2（海岸工学），Vol. 72，No. 2，pp. I_397-I_402，2016．[Matsutomi, H., Konno, F., Saikawa, S., Kamataki, T. and Watanabe, K.: Influence of the density of tsunami flooding water on tsunami deposit and run-up height, J. JSCE, Ser. B2 (Coastal Eng.), Vol. 72, No. 2, pp. I_397-I_402, 2016.]