In this paper, the behavior of connection between steel beam and concrete wall with embedded section steel were studied by pseudo-static test and numerical modelling.

• 本文以内埋型钢混凝土墙与钢梁连接节点为研究对象，完成了八个足尺节点试件(其中三个为刚性连接节点试件，五个为高强螺栓连接节点试件)的低周往复加载试验，同时对节点试件进行了单调加载情况下的数值模拟。