对于每一种破坏模式，给出了受剪承载力计算公式。

For each failure mode, an explicit formula is derived for the prediction of shear strength.

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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.

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钢筋混凝土浅梁和深梁受剪承载力计算公式的衔接一直尚未较好解决。

The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.

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