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Based on the elastic finite element analysis of the RC beam-wider-than-wall joint, two large-scale specimens of the direct anchoring beam-wider-than-wall joint are designed to test the joint behavior.

在宽梁-薄墙肢节点的弹性有限元分析基础上,对近似足尺的 2个宽梁-薄墙肢梁筋直锚节点进行了试验,研究了宽梁节点区的受力和变形性能,特别是纵筋的受力、滑移以及节点区的破坏形态。