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.
本文用塑性理论计算矩形截面钢筋混凝土简支梁的极限剪切强度。
Plastic theory is used in this paper to calculate the ultimate shear strength of rectangular RC beams simply supported.
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