On the basis of the results of the structure analysis, it is proposed that a column with the same thickness as the wall and a beam with the beam length equal to the wall width should be set at the non-planar beam-wall joints.

• 本文首先对梁墙节点的受力性能进行了有限元分析,然后根据有限元分析结果提出梁墙节点结构设计建议:在剪力墙与框架梁相交处沿墙高方向设置暗柱,同时沿墙宽方向设置明梁。