分析了型钢高强混凝土结点的受剪承载力及破坏机理。
Shear capacity and failure mechanism of steel-high strength concrete joint were analyzed in this paper.
结果表明，双剪切试样受剪区域的应力状态基本为均匀分布且随蠕变时间变化很小。
The results show that there is a near uniform stress state in the shear zone.
结果表明，双剪切试样受剪区域的应力状态基本为均匀分布且随蠕变时间变化很小。
The results show that there is a near uniform stress state in the shear zone.
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