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本文以极限平衡理论为基础,提出了弯扭共同作用下钢筋混凝土矩形截面构件的承载能力计算公式。并同国内外的实验数据进行了对照。
Based on the theory of limit equilibrium, this paper puts forward the calculation formula of the bearing capacity of reinforced concrete rectangular cross section under the action of bending and twisting. And compared with experimental data at home and abroad.