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在试验基础上对SRC异形柱双向抗剪承载力进行了研究,得出型钢混凝土异形柱双向抗剪承载力与荷载作用方向关系曲线,对不同截面型钢混凝土异形柱双向抗剪承载力进行了分析,以期明确了三种截面异形柱单双向抗剪承载力的大小关系。
Based on the experimental results, the bi-directional shear strength of SRC special-shaped columns is studied and the relationship between the bi-directional shear strength and load direction of SRC special-shaped columns is obtained. The bi-directional shear strength of SRC special-shaped columns with different cross-sections is analyzed , In order to clarify the three kinds of special-shaped columns of single-and two-way shear capacity relationship.