在前人研究的基础上，本文对圆钢管混凝土受剪构件性能及抗剪承载力计算方法进行研究。
Base on the study results ago, this paper has carried out research on the behavior and simplified calculation methods of circular CFST members subjected to shearing.
讨论 外节点的抗剪机理及节点的受剪破坏形式，提出了节点 斜压破坏 的抗剪承载力计算方法。
The discriminant condition avoiding the baroclinic destruction and the method to calculate the shearing resistance are given from the mechanics of shearing resistance and the type of shear failure.
在FRP加固钢筋混凝土梁抗剪试验的基础上，系统地总结了已有的FRP加固钢筋混凝土梁抗剪承载力计算方法。
Some calculated methods of shear capacity of rc beams strengthened with FRP (fiber reinforced polymer) are reviewed based on the experimental data on shear capacity of rc beams strengthened with FRP.
介绍了剪切变形与抗剪刚度的计算方法，分析了弯剪承载力的组成与剪弯段的受力特点。
The calculation method is also introduced on the shear deformation and the shear load stiffness.
剪跨比对加固梁的破坏形态有影响。根据不同的破坏模式，提出了抗弯承载力计算方法。
The shear span ratio can affect the failure mode of RC beams strengthened with GFRP sheets. A theoretical model for flexural behavior of the strengthened RC beam is also developed.
剪跨比对加固梁的破坏形态有影响。根据不同的破坏模式，提出了抗弯承载力计算方法。
The shear span ratio can affect the failure mode of RC beams strengthened with GFRP sheets. A theoretical model for flexural behavior of the strengthened RC beam is also developed.
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