本文以钢筋混凝土塑性理论为基础，用上限方法确定了钢筋混凝土深梁剪切破坏时的极限荷载的计算方法。
A new method to determine the limit load of reinforced concrete deep beam when sheared was presented by upper-bound method based on reinforced concrete plasticity theory.
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.
钢框架内填钢—混凝土组合深梁可以满足两个端点刚度值之间的要求，实现了宽范围的刚度渐变调幅。
Steel frame filled with steel -concrete composite deep beams can meet the requirements of two endpoints and can achieve a wide range of stiffness graded am.
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