(杭州市城建设计研究院有限公司， 杭州 310020)

［摘要］采用ABAQUS有限元软件对钢板组合剪力墙和钢梁侧板连接节点进行了受力机理分析，详细剖析了典型节点的受力性能。分析表明连接节点极限承载力随侧板长度、侧板厚度和组合墙端板厚度的增大而增大，但参数轴压比和混凝土强度等级则影响较小；在此基础上根据塑性屈服线理论，给出了连接节点的承载力计算公式，并与有限元计算结果进行对比，验证了计算公式的合理性。 

［关键词］钢板组合剪力墙；钢梁；侧板；节点承载力；参数分析 

中图分类号：TU398-9 文献标识码：A文章编号：1002-848X(2021)14-0081-06

 Study on the bearing capacity of side plate connection between double skin composite shear wall and steel beam 

JIN  Tiande,  YE  Zaili 

(Hangzhou Architectural & Civil Engineering Design Institute Co., Ltd., Hangzhou 310020， China) 

Abstract:The ABAQUS finite element software was used to analyze the force mechanism of side plate connection between double skin composite shear wall and steel beam and the force performance of the typical node in detail.The analysis results show that the ultimate bearing capacity of the connection increases with the increase of the length of the side plate, the thickness of the side plate and the thickness of the end plate of the composite wall, while the axial compression ratio and the concrete strength have little influence on it. Then according to the yield line theory, the formula for calculating the bearing capacity of the connection was presented, and the calculation result was compared with the finite element calculation result to verify the rationality of the calculation formula. 

Keywords:double skin composite shear wal； steel beam； side plate; connection bearing capacity；parametric analysis

作者简介：金天德，硕士，教授级高级工程师，Email:jin_td@163.com。