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本文采用变角空间桁架理论给出了钢筋砼构件弯-剪-扭强度相关方程,总结了国内近年来的主要试验成果,对这类构件强度的计算方法作了较深入的讨论。
In this paper, the angle-dependent space truss theory is used to give the bending-shear-torsion strength equations of reinforced concrete members. The main experimental results in recent years are summarized. The calculation methods for the strength of these members are discussed in depth.