中文摘要：

基于型钢混凝土异型中节点竖直方向上的错层特点,参考拟静力试验,采用ANSYS程序对6组型钢混凝土异型中节点进行了非线性有限元数值模拟。分析了左右两梁不同错层及搭接距离对节点抗剪承载力的影响。

英文摘要：

Based on the characteristic of staggered floor of the abnormal SRC joints, nonlinear software ANSYS was used to analyze 6 abnormal SRC joints referring to Pseudo-Static Experiments. The apart distance and cross distance of the beams were compared, which may have influence on the shear capacity of these joints.