摘要
通过考虑不同轴压比、不同加载角度和不同配筋率等情况,对异形柱位移延性比进行了研究.通过对比分析,得出了异形柱比较合理的轴压比和加载角度.
By taking axial compression ratio, local angle, stirrup space, the ratio of stirrup and etc. into consideration, the author studies the displacement ductility ratio for speical-shaped columms such as L shape,T shape and t shape. The reasonable axial compression, load angle and the ratio of stirrup of special-shaped columns axe gained from the contrastive analysis.
出处
《湖南工程学院学报(自然科学版)》
2006年第2期80-84,共5页
Journal of Hunan Institute of Engineering(Natural Science Edition)
关键词
异形柱
位移延性
轴压比
special-shaped columns
displacement ductility
axial compression ratio