摘要
本文通过钢筋混凝土柱的外包角钢加固试验,得出了加固柱的变形性能、极限承载能力和破坏特征等规律,分析了影响加固效果的主要因素,提出了合理的正截面强度计算方法。
Based on the experimental results on the R.C columns strengthened by angle steels, the author studies the
deformation beharvior, ultimate bearing capacity and collapse feature of the strengthened columns, and analyzes
the main factors affecting the strengthening effect. The reasonable calculation method of the crosssection
strength is put forward according the studied results.
出处
《工业建筑》
CSCD
北大核心
1993年第1期45-47,59,共4页
Industrial Construction
