Affiliation:
1. 茨城大学大学院 理工学研究科 都市システム工学専攻
Publisher
Japan Society of Civil Engineers
Reference22 articles.
1. 1) 坂口淳一，土屋智史，渡邊忠朋，斉藤成彦，牧剛史：せん断補強鉄筋を多量に配置した RC 梁部材のせん断破壊耐力に関する検討，土木学会論文集 E2（材料・コンクリート構造），Vol. 69, No. 2, pp. 192-206, 2013. [Sakaguchi, J., Tsuchiya, S., Watanabe, T., Saito, S. and Maki, T.: Shear strength of reinforced concrete baems with a large amount of shear reinforcement, Journal of Japan Society of Civil Engineers, Ser. E2 (Materials and Concrete Structures), Vol. 69, pp. 192-206, 2013.]
2. 2) 池端信哉，中村光：せん断補強筋が破断した鉄筋コンクリート梁部材のせん断耐力評価，構造工学論文集，Vol. 65A, pp. 569-578, 2019. [Ikehata, S. and Nakai, H.: Evaluation of shear capacity of RC beams with stirrup rupture, Journal of Structural Engineering, A, Vol. 65A, pp. 569-578, 2019.]
3. 3) Hunegnaw, C. B. and Aure, T. W.: Effect of orientation of stirrups in combination with shear span to depth ratio on shear capacity of RC beams, Heliyon, Vol. 7, 2021.
4. 4) 桧貝勇：鉄筋コンクリートはりのせん断破壊に関する基礎研究，土木学会論文報告集，第278 号, pp. 113-126, 1978. [Higai, T.: Fundamental study on shear failure of reinforced concreate beams, Proceedings of the Japan Society of Civil Engineers, Vol. 278, pp. 113-126, 1978.]
5. 5) Dok, G., Caglar, N., Ilki, A. and Yilmaz, C.: Residual load bearing capacity and failure mechanism of impacted high-strength reinforced concrete shear beams, Engineering Failure Analysis, Vol. 121, 2021.