[提要]  针对实际工程中出现的梁纵筋必须穿过柱钢骨翼缘的钢骨混凝土节点，进行了两种构造形式节点的抗震试验。以模型试验和有限元分析为基础，提出了合理的构造形式。
[关键词]  钢骨混凝土  节点  孔洞  加强板

In a high-rise building,many longitudinal bars in beams must cross steel flanges of columns. Two aseismic joint samples with different constructions are experimented. According to the experlmental results and the finite element analysis, two reasonable constructions are presented.
Keywords: steel-reinforced concrete; joint; hole; reinforcing plate