圆钢管混凝土柱与钢筋混凝土梁节点的受力分析——以太原飞机场新航站楼为例

Analysis on the Circinal CFST Column-RC Beam Joint--Take the New Navigation Station Building of Taiyuan Airport as an Example

以太原飞机场新航站楼工程为例介绍了圆钢管混凝土柱与钢筋混凝土梁节点受力,该节点采用外加强环型连接形式。本文对其应用非线性有限元程序ANSYS进行了力学分析,建立了节点有限元模型,对其计算结果进行了分析,得出了该节点的可行性结论。

This paper introduces the new navigation station building of Taiyuan Airport Shanxi project with the circinal CFST column-RC beam joint, the joint used in the form of strengthening Ring connectivity. In this paper, its nonlinear finite element program ANSYS conducted mechanical is analyzed to study the feasibility of the nodes.