摘要
进行了1根对比钢筋混凝土短柱和3根用混凝土和外包钢板复合加固钢筋混凝土短柱的受剪试验研究,试验结果表明,用混凝土和外包钢板复合加固可有效提高钢筋混凝土短柱的斜截面抗剪承载力。
In this paper,one contrast reinforced concrete short column and three reinforced concrete short columns strengthened with concrete and exterior steel plate were tested to investigate their shear behaviors,based on experiment results,it is revealed that complex strengthening with concrete and exterior steel plate can impactful improving shear bearing capacity of reinforced concrete short column.
出处
《山西建筑》
2007年第25期100-101,共2页
Shanxi Architecture
关键词
钢筋混凝土短柱
加固
外包钢板
受剪承载力
reinforced concrete short columns,strengthening,exterior steel plate,shear bearing capacity
