摘要
通过对粘贴不同宽度的竖向钢板加固的三根钢筋砼柱在轴向荷载作用下受力性能的试验研究，以及与未加固柱的对比分析，探讨了粘钢加固钢筋砼柱的受力性能、变形性能、极限承载能力等，并对粘钢加固钢筋砼柱的设计提出一些建议。
Based on the research of three reinforced concrete columns strengthened with stell plates in different widths, the performance of the force and deformation, ultimate bearing capacity etc. for reinforced concrete columns with bonded steel plates strengthening are discussed. Also, some design sUggestionS are Presented.
出处
《建筑结构》
CSCD
北大核心
1999年第11期33-35,共3页
Building Structure
关键词
粘钢加固
钢筋混凝土砼柱
试验研究
受力机理
concrete column
bonded steel plates
strengthening compression mechanism
