1. 1) コンクリート委員会既設コンクリート構造物の構造性能評価研究小委員会（355 委員会）：既設コンクリート構造物の構造性能評価研究小委員会報告書およびシンポジウム講演概要集，pp. Ⅲ-3-Ⅲ-25，2018．[Concrete Committee, Sub-Committee on Structural Performance Evaluation of Existing Concrete Structures (Committee 355): Report of the Sub-Committee on Structural Performance Evaluation of Existing Concrete Structures and Symposium Proceedings, pp. III-3-III-25, 2018.]
2. 2) Toongoenthong, K. and Maekawa, K.: Multi-Mechanical Approach to Structural Performance Assessment of Corroded RC Members in Shear, Journal of Advanced Concrete Technology, Vol.3, No.1, pp.107-122, 2005.
3. 3) 河村圭亮，Tran, K. K.，中村光，国枝稔：鉄筋腐食に伴うコンクリート表面および内部ひび割れ進展挙動，コンクリート工学年次論文集，Vol.32，No.1，pp.1009-1014，2010．[Kawamura, K., Tran, K. K., Nakamura, H. and Kunieda, M.: Surface and internal crack propagation behaviour of concrete due to rebar corrosion, Proceedings of the Japan Concrete Institute, Vol. 32, No.1, pp. 1009-1014, 2010]
4. 4) Tran, K. K., Nakamura, H., Kunieda, M., and Ueda, N. : Analysis of crack propagation behavior in concrete due to multi-rebar corrosion，Journal of Structural Engineering，Vol.58A，p.844-853，2012.
5. 5) Yamada, Y.: An Analytical Study on Interactions of Artificial Cracks and Holes Contributing to Increases in the Shear Strengths of RC Beams, Journal of Advanced Concrete Technology, Vol.17, No.10, pp.579~591, 2019.