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New Model for Shear Failure of RC Beam-Column Interior Joints with Different Depth Beams

机译：不同深度梁RC梁柱内节点剪切破坏新模型

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Hong Li; Shuang Gao; Tao Wu; Boquan Liu;
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1. Semi-empirical model for shear strength of RC interior beam-column joints subjected to cyclic loads [J] . Pauletta Margherita, Di Marco Caterina, Frappa Giada, Engineering Structures . 2020,第Deca1期

机译：循环负荷对RC内部梁柱接头剪切强度的半实验模型
2. Predicting shear strength of RC interior beam-column joints by modified rotating-angle softened-truss model [J] . H.F. Wong, J.S.Kuang Computers & Structures . 2014,第mara期

机译：用改进的旋转角软化桁架模型预测钢筋混凝土内梁柱节点的抗剪强度
3. Shear Strength of RC Jacketed Interior Beam-Column Joints without Horizontal Shear Reinforcement [J] . Yung-Chih Wang, Kai Hsu ACI Structural Journal . 2009,第1期

机译：无水平剪力的钢筋混凝土护套内梁柱节点的抗剪强度
4. New Model for Shear Failure of RC Beam-Column Interior Joints with Different Depth Beams [C] . Hong Li, Shuang Gao, Tao Wu International Conference on Civil Engineering,Architecture and Building Materials . 2011

机译：具有不同深度梁的RC光束柱内部接头剪切失效的新模型
5. Analytical and experimental evaluation of seismic performance of interior RC beam-column joints strengthened with FRP composites. [D] . Allam, Khaled H. 2010

机译：FRP复合材料加固RC内梁柱节点的抗震性能分析与试验评价。
6. Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes [O] . Mohammadamin Azimi, Azlan Bin Adnan, Abdul Rahman Bin Mohd Sam, -1

机译：低延性等级的连续矩形螺旋横向钢筋混凝土RC梁柱连接的抗震性能
7. Numerical Modelling of Interior RC Beam-Column Joints for Non-Engineered Buildings Strengthened Using Steel Plates [O] . Yulita Rahmi, Ashar Saputra, Suprapto Siswosukarto 2017

机译：使用钢板加强非工程建筑物内部RC梁柱接头的数值模型

New Model for Shear Failure of RC Beam-Column Interior Joints with Different Depth Beams

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