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Structural Performance of RC Beam Influenced by Bar Arrangement of Shear Reinforcement. : Development of High Strength Shear Reinforcing Bars.

机译：受剪力钢筋布置影响的RC梁的结构性能。：开发高强度抗剪钢筋。

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藤田貴弘; 松崎育弘; 中野克彦; 小杉雅男; 松谷輝雄; Fujita Takahiro; Matsuzaki Yasuhiro; Nakano Katsuhiko; Kosugi Masao; Matsutani Teruo;
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年度 2010
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1. Shear Behavior of Ultra-High-Performance Concrete Beams Reinforced with High-Strength Steel Bars. [J] . S.Ahmad, S. Bahij, M.A. Al-Osta, ACI Structural Journal . 2020,第3期

机译：高强度钢筋增强的超高性能混凝土梁的抗剪性能。
2. Structural behavior of fibrous SCC beams reinforced longitudinally by GFRP bars and strengthening with CFRP bonded at shear span [J] . Yaarub G. Abtan Case Studies in Construction Materials . 2020,第2014期

机译：GFRP棒纵向增强纤维SCC梁的结构行为，CFRP在剪切跨度粘合加强
3. Shear Behaviour of RC Beams Strengthened by Various Ultrahigh Performance Fibre-Reinforced Concrete Systems [J] . Walid Mansour, Bassam A. Tayeh Advances in civil engineering . 2020,第1期

机译：各种超高效纤维混凝土系统强化RC梁的剪切行为
4. Experimental Investigation on Shrinkage in High Strength Fiber-Reinforced Concrete and Its Influence on the Shear Capacity of RC Beams Having Shear Reinforcement [C] . Tomohiro Miki, Kosuke Kita, Katsuya Kono International conference on mechanics and physics of creep, shrinkage, and durability of concrete and concrete structures . 2015

机译：高强纤维混凝土的收缩率及其对受剪钢筋混凝土梁抗剪承载力的影响的试验研究
5. The influence of concrete strength and longitudinal reinforcement ratio on the shear strength of large-size reinforced concrete beams with, and without, transverse reinforcement. [D] . Angelakos, Dino. 1999

机译：混凝土强度和纵向配筋率对带有或不带有横向钢筋的大型钢筋混凝土梁抗剪强度的影响。
6. Limit Equilibrium Method-based Shear Strength Prediction for Corroded Reinforced Concrete Beam with Inclined Bars [O] . Yafei Ma, Baoyong Lu, Zhongzhao Guo, 2019

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7. Experimental Study on Structural Performance of RC Columns Influenced by Arrangement of Shear Reinforcement Bar : Development of High Strength Shear Reinforcement Bar (MK785) [O] . 向後智弘, 村上秀夫, 向山敦, 2010

机译：钢筋配置对钢筋混凝土柱结构性能影响的试验研究：高强度钢筋的研制（MK785）

Structural Performance of RC Beam Influenced by Bar Arrangement of Shear Reinforcement. : Development of High Strength Shear Reinforcing Bars.

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