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3. 3) ACI 544.4R-18: Guide to Design with Fiber-Reinforced Concrete, American Concrete Institute, 2018
4. 4) Tanaka K., Mochizuki S., Teraoka M., Shirouchi T. and Wakui T.: Study on shearing characteristics of steel fiber reinforced concrete structural members (Part 15 Test on earthquake-resisting walls with various reinforcing ratio of wall panel, subject to lateral load and axial load: Discussion of test results), Summaries of Technical Papers of Annual Meeting, Architectural Institute of Japan, C, StructureⅡ, pp. 321-322, 1985 (in Japanese) 田中清, 望月重, 寺岡勝, 城内哲彦, 涌井俊秋：SFRC部材のせん断挙動に関する研究（その15 壁筋比・軸圧が異なる耐震壁の曲げせん断加力実験：実験結果の検討）, 日本建築学会大会学術講演梗概集, C, 構造Ⅱ, pp. 321-322, 1985
5. 5) T. Nagasaka, S. Mochizuki and E. Makitani: STUDY ON SHEAR CAPACITY OF REINFORCED CONCRETE COLUMNS WITH STEEL FIBERS BASED ON COMPOSITE RESISTANT MECHANISM OF STEEL FIBERS AND CONVENTIONAL HOOPS, Journal of Structural and Construction of Engineering (Transactions of AIJ), Architectural Institute of Japan, No. 410, pp. 53-61, 1990 (in Japanese) 永坂具也, 望月重, 槇谷栄次：鋼繊維とせん断補強筋との複合抵抗機構に基づく鋼繊維補強鉄筋コンクリート柱のせん断耐力, 日本建築学会構造系論文報告集, 第410号, pp. 53-61, 1990 (DOI: https://doi.org/10.3130/aijsx.410.0_53 )