阐述了钢筋混凝土受剪构件中，混凝土软化现象的发现及其研究进展。
The discovery and the advance of the softening phenomenon of concrete due to diagonal cracking in reinforced concrete members subjected to shear are presented.
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.
介绍了受腐蚀钢筋混凝土受弯构件的性能、抗剪性能、以及在使用荷载作用下的性能和动力性能。
The text introduces performance of bending components, shear properties, as well as in the use of performance under load, and dynamic performance.
该公式计算简便，与试验值吻合较好，并与普通受弯构件受剪承载力计算公式相衔接。
These formulas are easy to use, similar to test results. and join to general members in bending.
本文主要研究了HRB400级钢筋混凝土构件的受弯、受剪及连续梁塑性内力重分布性能。
In this article, the mechanical of the HRB400 Reinforced Concrete Members under flexure, shear and plastic internal force redistribution is studied.
HRB500级钢筋混凝土构件受剪性能试验研究表明，HRB500级钢筋混凝土构件的受剪性能与普通钢筋混凝土构件相同。
The research shows that the performance of shear member reinforced with HRB500 steel bar is the same as the common reinforced concrete members.
根据试验结果和新规范受弯构件受剪承载力计算体系，本文提出了迭合受弯构件受剪承载力计算公式。
Based on test results and calculating system of shear strength for members in bending by new code, this paper presents the calculating formulas of shear strength for composite members in bending.
介绍了钢骨混凝土构件的受剪性能及其影响因素。
The shear behaviors and influence factors on the shear capacity of steel reinforced concrete members were introduced.
深入研究钢管混凝土构件受剪状态下的工作性能有非常重要的工程意义。
The behaviour of CFST members subject to shearing still needs to be studied deeply. And it is very important in engineering practice.
本文分析了承受轴力、弯矩及剪力的型钢构件极限承载力和钢筋砼框架短柱受剪承载力。
This paper analyzes the ultimate strength of steel sections subjected to axial loading, bending and shear as well as shear strength of reinforced concrete short columns in frames.
同时，本文利用有限元分析软件ANSYS对实验梁的受剪全过程进行了初步的模拟分析，建立了加固构件的非线性有限元分析模型。
At the same time, the FEM program, ANSYS, is used to give nonlinear numerical solution about the full test process of the strengthened beams.
同时，本文利用有限元分析软件ANSYS对实验梁的受剪全过程进行了初步的模拟分析，建立了加固构件的非线性有限元分析模型。
At the same time, the FEM program, ANSYS, is used to give nonlinear numerical solution about the full test process of the strengthened beams.
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