提出了一种新型钢砼组合结构——钢箱砼组合受弯构件，该构件由钢箱梁，钢筋混凝土梁及pbh剪力连接件组合。
A new steel-concrete composite structure was proposed which composed of steel box beam, PC beam and PBH Shear connection.
本文分析了承受轴力、弯矩及剪力的型钢构件极限承载力和钢筋砼框架短柱受剪承载力。
This paper analyzes the ultimate strength of steel sections subjected to axial loading, bending and shear as well as shear strength of reinforced concrete short columns in frames.
试验结果表明：组合板越厚、剪跨越小、剪力横向钢筋越多，组合板纵向受剪承载力就越高。
The Test result showed that shear capacity is higher for the thicker composite slabs, the smaller shear span, the more distributed reinforcing bar in the composite slabs.
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