1. 1) The Japan Building Disaster Prevention Association : 2017-Nen Kaiteiban Kizon Tekkin Concrete Zō Kenchikubutsu no Taishin Shindan Kijun Kaishū Sekkei Shishin Dōkaisetsu Taishin Kaishū Sokushinhō ni Motozuku Kokudo Kōtsū Daijin Nintei Taishin Shindan oyobi Taishin Kaishū ni Kansuru Shishin to Kaisetsu, The Japan Building Disaster Prevention Association, 2017 (in Japanese) 一般財団法人日本建築防災協会 : 2017年改訂版 既存鉄筋コンクリート造建築物の耐震診断基準・改修設計指針・同解説 耐震改修促進法に基づく国土交通省大臣認定耐震診断及び耐震改修に関する指針と解説, 一般財団法人日本建築防災協会, 2017
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3. 3) Tsuyoshi, M. et al. : Keisha Atosekō Anchor no Sendan Kyōdo niKansuru Kisoteki Kenkyū, Proceedings of the Japan Constitute Institute, Vol. 32, No. 2, pp. 985-990, 2010.6 (in Japanese) 津吉真人ほか3名 : 傾斜あと施工アンカーのせん断強度に関する基礎的研究, コンクリート工学年次論文集, Vol. 32, No. 2, pp. 985-990, 2010.6
4. 4) Isozaki, T. et al. : Shear Stress Transfer of Roughened Concrete for Existing R/C Members and Mechanical Model Based on Contact Stress on Local Surface, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 83, No. 750, pp. 1151-1159, 2018.8 (in Japanese) 磯崎翼ほか5名 : 既存コンクリート部材におけるコンクリート目荒らし面のせん断応力伝達と微小面の接触応力に基づく力学モデル, 日本建築学会構造系論文集, Vol. 83, No. 750, pp. 1151-1159, 2018.8
5. 5) Musya, U. et al. : Bearing Strength Formula of Roughened Concrete Considering Vertical Projection Area, Journal of Advanced Concrete Technology, Vol. 17, pp. 309-318, 2019.6