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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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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为建立钢管混凝土柱的受剪承载力计算式，完成了35根试件的静力加载试验。

Static loading tests of 35 specimens were carried out to study the shear strength of concrete filled steel tube (CFST) columns.

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