在试验的基础上，给出了角钢混凝土柱正截面承载力计算公式。
Based on the tests, the calculation formula of flexural bearing capacity of the columns is given.
同时在此基础上分析了长细比、含角钢率、含碳纤维布率和偏心距等因素对复合加固偏压柱力学性能的影响。
Also analyzed are the influences of CFRP ratio, Angle steel ratio, slenderness ratio and eccentricity to the mechanical properties of the columns.
本文介绍了采用外包角钢加固钢筋混凝土框架柱的方法。
This paper presents the experimental results of the reinforced concrete columns repaired and strengthened by steel angles at the four corners.
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