Then, a two bode shallow beam element with twelve degree of freedom is established.
由此我们建立了二节点、十二个自由度的曲梁单元。
The linking between formulas of shallow beam and deep beam is a problem that has not been well solved.
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。
Research indicates that results of deep beam's stresses calculated by the method of shallow beam don't conform to reality.
研究表明，按浅梁方法计算深梁的应力，所得结果与实际不符。
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