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T形截面钢骨混凝土短柱承受水平周期性荷载的试验研究
引用本文:李哲,张小锋,阙良刚,张建山. T形截面钢骨混凝土短柱承受水平周期性荷载的试验研究[J]. 水利与建筑工程学报, 2006, 4(2): 23-25
作者姓名:李哲  张小锋  阙良刚  张建山
作者单位:西安理工大学,陕西,西安,710048;机械工业勘察设计研究院,陕西,西安,710043
基金项目:西安理工大学校科研和校改项目
摘    要:通过对3根T形截面钢骨混凝土短柱和1根T形截面钢筋混凝土短柱在承受不同轴压比下的水平周期性荷载试验的研究,发现在T形截面钢筋混凝土短柱中加入适量的钢骨,对构件的延性有很大提高;另外轴压比对构件的延性有很大影响,轴压比高构件延性差,轴压比小构件延性好。

关 键 词:T形截面  钢筋混凝土短柱  钢骨混凝土短柱  轴压比  延性
文章编号:1672-1144(2006)02-0023-03
修稿时间:2005-11-27

Experimental Study on Horizontal Cycle Loading Capacity of T-shaped Steel Reinforced Concrete Short Columns
LI Zhe,ZHANG Xiao-feng,QUE Liang-gang,ZHANG Jian-shan. Experimental Study on Horizontal Cycle Loading Capacity of T-shaped Steel Reinforced Concrete Short Columns[J]. Journal of Water Resources Architectural Engineering, 2006, 4(2): 23-25
Authors:LI Zhe  ZHANG Xiao-feng  QUE Liang-gang  ZHANG Jian-shan
Abstract:Based on the experimental studies for two kinds of specimens,i.e.,three T-shaped steel reinforced concrete short columns and one T-shaped common reinforced concrete short column under horizontal cycle loadings,we can conclude that the addition of steel in these columns will increase their ductility apparently.In addition,it can be also concluded that different axial compression ratio has different effect on the ductility of the columns,i.e.,the ductility corresponding to the lower axial compression ratio is always better than that corresponding to the higher axial compression ratio,and vise vase.
Keywords:T-shaped section  reinforced concrete short column  steel reinforced concrete short column  axial compression ratio  ductility
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