1. 1) Ministry of Land, Infrastructure, Transport and Tourism, Japan: Interim Guidelines on Structural Requirements for Tsunami Evacuation Buildings Considering the Great East Japan Earthquake. Annex to the Technical Advice, No. 2570, 2011.11 (in Japanese) 国土交通省: 東日本大震災における津波による建築物被害を踏まえた津波避難ビル等の構造上の要件に係る暫定指針, 国住指第 2570 号, 2011.11
2. 2) Asai, T. et al.: Elastic Response Estimation of Buildings due to Waterborne Debris Impact Loads, Proceedings of the Japan Concrete Institute, Vol.38, No.2, pp.973-978, 2016.7 (in Japanese) 浅井竜也, 松川和人, 崔琥, 中埜良昭: 津波漂流物の衝突衝撃外力による建築物の弾性応答評価, コンクリート工学年次論文集, Vol.38, No.2, pp.973-978, 2016.7
3. 3) Onuki, K. et al.: Tsunami hinanbiru no hyouryuubutsu shoutotsu ni taisuru kouzou seinou hyouka ni kansuru kenkyu (Structural performance evaluation of tsunami evacuation buildings against debris impact), Proceedings of the Japan Concrete Institute, Vol.38, No.2, pp.1-6, 2016.7 (in Japanese) 大貫かほり, 高橋典之: 津波避難ビルの漂流物衝突に対する構造性能評価に関する研究, コンクリート工学年次論文集, Vol.38, No.2, pp.1-6, 2016.7
4. 4) Don, Y. et al.: Collapse Analysis of Building due to Tsunami and Tsunami Debris Impact, Proceedings of the Conference on Computational Engineering and Science, Vol.18, 2013.6 (in Japanese) 董元奇, 磯部大吾郎: 津波と津波漂流物の衝突による建物の崩壊解析, 計算工学講演会論文集, Vol.18, 2013.6
5. 5) Haehnel, R., Daly, S.: Maximum Impact Force of Woody Debris on Floodplain Structures, Journal of Hydraulic Engineering, ASCE, Vol.130, No.2, pp.112-120, 2004.2