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SHEAR STRENGTH OF COMPOSITE STEEL AND REINFORCED CONCRETE BEAM-TO-COLUMN CONNECTIONS

机译：复合钢和钢筋混凝土梁到柱连接的剪切强度

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YASUSHI NISHIMURA; KOICHI MINAMI; MINORU WAKABAYASHI;
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年度 1986
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1. Joint shear strength prediction for reinforced concrete beam-to-column connections [J] . Mehmet Unal, Burcu Burak Structural Engineering and Mechanics . 2012,第3期

机译：钢筋混凝土梁柱连接的联合抗剪强度预测
2. Development of a Shear Strength Equation for Beam–Column Connections in Reinforced Concrete and Steel Composite Systems [J] . Yun-Chul Choi, Ji-Ho Moon, Eun-Jin Lee, International Journal of Concrete Structures and Materials . 2017,第2期

机译：钢筋混凝土和钢复合系统梁柱连接的抗剪强度方程的开发
3. Shear strength of the connection between a steel coupling beam and a reinforced concrete shear wall in a hybrid wall system [J] . W.-S. PARK, H.-D. YUN, S.-K. HWANG Journal of Constructional Steel Research . 2005,第7期

机译：混合墙系统中钢连接梁与钢筋混凝土剪力墙之间连接的抗剪强度
4. Finite Element Analysis of Shear Friction of Concrete Strengthened with External Steel-Reinforced Polymer Composites [C] . M. Mahmoodi, M. Elbadry Annual conference of the Canadian Society for Civil Engineering . 2012

机译：外部钢增强聚合物复合材料加固混凝土的剪力有限元分析
5. The Influence of Shear Connection Strength and Stiffness on the Resistance of Steel-Concrete Composite Sandwich Panels to Out-of-Plane Forces [D] . Francis, Philip. 2018

机译：剪力连接强度和刚度对钢混凝土复合夹芯板抗平面力的影响
6. Experimental Study on Shear Behavior of Steel Fiber Reinforced Concrete Beams with High-Strength Reinforcement [O] . Jun Zhao, Jingchao Liang, Liusheng Chu, 2018

机译：高强度钢筋钢纤维混凝土梁抗剪性能的试验研究
7. ON THE STRENGTH AND STIFFNESS OF BEAM-TO-COLUMN CONNECTIONS IN STEEL TUBULAR COLUMNS (Part III) : The Shearing Strength in Steel Tubular Connections Filled with Concrete [O] . TAKEKAZU TAGUCHI, YASUYOSHI SUENAGA, AKIRA SASAGAWA 1972

机译：关于钢管柱中梁到柱连接的强度和刚度（第III部分）：钢管连接中填充混凝土的剪切强度
8. Design Aid for Shear Strengthening of Reinforced Concrete T-Joints Using CarbonFiber Reinforced Plastic Composites. Earthquake Research Program [R] . Gergely, I., Pantelides, C. P. 1998

机译：碳纤维增强塑料复合材料加固钢筋混凝土T形节点的设计辅助。地震研究计划

SHEAR STRENGTH OF COMPOSITE STEEL AND REINFORCED CONCRETE BEAM-TO-COLUMN CONNECTIONS

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