浅析配实腹SRC梁柱节点抗剪承载力的影响因素及计算公式

Brief Analysis of Influence Factors and Their Formulas of Shear-carrying Capacity on Solid-web Steel Reinforced Concrete Beam-column Joints

分析了当前较常用配实腹型钢混凝土梁柱节点的构造形式、配实腹型钢混凝土梁柱节点抗剪承载力的影响因素。根据已有的节点试验资料,对国内关于此种节点抗剪承载力计算公式进行分析比较。

This paper analyzes the construction styles and influence factors of shear-carrying capacity for commonly used solid-web steel reinforced concrete beam-coiumn joints. According to the existing test data joints, the paper compares several formulas in our country of calculating the shear-carrying capacity on this kind of joints.