摘要
提出了一种新型外包钢混凝土组合结构形式,即外包H型钢混凝土组合柱。通过对这种组合短柱在轴心压力作用下的全过程分析,分析了影响其极限承载力的因素,并与型钢混凝土轴压短柱进行了对比,得出了这种组合柱的一些优点。
A new Style of encased sented, which is called encased H-shaped steel concrete composite structure was presteel concrete composite columns. Accord- ing to the full range analysis about this kind of column under axial compression, the capacity were analyzed, and it was compared with short columns of profiled steel reinforced concrete, and the advantages of this kind of encased steel concrete composite columns are recognized.
出处
《工程建设》
2007年第1期22-25,共4页
Engineering Construction
基金
内蒙古自然科学基金(编号:20020802-0212)
关键词
外包H型钢混凝土
短柱
全过程分析
极限承载力
encased H-rolledsteel concreie
short - column
full range analysis
ultimate bearing capacity
