| 钢筋混凝土柱三重连接加固技术的试验研究 |
| |
| 引用本文： | 王钦华,陈义侃. 钢筋混凝土柱三重连接加固技术的试验研究[J]. 建筑结构, 2002, 0(4) |
| |
| 作者姓名： | 王钦华 陈义侃 |
| |
| 作者单位： | 福建省建筑设计研究院 福州350001(王钦华)，福建省建筑设计研究院 福州350001(陈义侃) |
| |
| 摘 要： | 针对三重连接加固技术在钢筋混凝土框柱中的应用进行了短柱轴心受压对比试验 ,结果表明 ,加固后的柱子 ,其强度及延性性能有明显的提高 ,其结果可供改造加固工程参考
|
| 关 键 词： | 钢筋混凝土柱 加固 三重连接 钢板箍 约束混凝土 |
Experimental Research on Tri-connection Technique Applied in the Strengthening of RC Columns |
| |
| Wang Qinhua Chen Yikan. Experimental Research on Tri-connection Technique Applied in the Strengthening of RC Columns[J]. Building Structure, 2002, 0(4) |
| |
| Authors: | Wang Qinhua Chen Yikan |
| |
| Affiliation: | Wang Qinhua Chen Yikan |
| |
| Abstract: | The effect of tri connection technique applied in the strengthening of wall supporting R.C.frame column is discussed.Based on the results of the comparison tests of axial compression for short columns,it shows that after the application of tri connection technique,the strength and ductility of columns have been improved dramaticly.The conclusion can be used as reference for projects which will be reconstructed or strengthened. |
| |
| Keywords: | tri connection steel plate stirrup restrained concrete axial compression test |
| 本文献已被 CNKI 等数据库收录！ |
