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2. 2) Ikeda, T., Kinugasa, H., Mukai, T. : Relationship between damage amount of RC wall and column and restoration performance, Proceedings of the Japan Concrete Institute, Vol. 37, No. 2, pp. 727-732, 2015.7 (in Japanese) 池田智紀, 衣笠秀行, 向井智久:RC方立て壁, 柱の損傷量と修復性能の関係に関する研究, コンクリート工学年次論文集, Vol. 37, No. 2, pp. 727-732, 2015.7
3. 3) Takahashi, N., Nakano, Y. and Ito, Y. : A Quantification Model for Crack Propagation of R/C Members under Earthquake Loading, Proceedings of the Fifteenth World Conference on Earthquake Engineering, Paper ID 1874, 2012.9
4. 4) Takahashi, E., Takahashi, N., Nakano, Y. : Experimental study on damage evolution process of reinforced concrete members, Proceedings of the Japan Concrete Institute, Vol. 31, No. 2, pp. 931-936, 2009.7 (in Japanese) 高橋絵里, 高橋典之, 中埜良昭:鉄筋コンクリート部材の損傷量進展過程に関する実験的研究, コンクリート工学年次論文集, Vol. 31, No. 2, pp. 931-936, 2009.7
5. 5) Takimoto, K., Nagasawa, Y., Ishii, K. : Experimental Study on Damage Assessment of RC Members Using Crack Data, Journal of JSCE, No. 760/V-63, pp. 135-145, 2004.5 (in Japanese) 滝本和志, 長澤保紀, 石井清:ひび割れデータを用いたRC部材の損傷度評価に関する実験的研究, 土木学会論文集, No. 760/V-63, pp. 135-145, 2004.5