在归纳大量典型算例的基础上，总结出多高层结构抗剪扭的一些内力分布特征。
Some internal force distribution features of tall building structure are concluded on the basis of a great quantity of typical calculated examples.
对碳纤维布(CFS)加固的弯剪扭复合受力的钢筋混凝土箱梁的抗扭性能进行理论分析。
In this paper, theoretical analyses on the torsional behavior of CFS strengthened reinforced concrete (rc) box beams subjected to combined action of bending-shear-torsion are performed.
本文在试验研究的基础上，对钢筋混凝土矩形截面弯剪扭构件截面限制条件进行分析，提出了实用计算公式。
Based on the experiment, this paper analyses the limitation of section in rectangular reinforced concrete elements subjectal to combined bending, shear and torsion and presentsthe practical formulae.
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