摘要
作者提出了用于劲性钢筋砼偏心受压短柱极限承载力的迭加法,用七种方法对31根劲性钢筋砼偏心受压短柱进行了计算,并与试验值进行了此较.结果表明,作者提出的方法不仅计算简单,而且结果比其它方法的结果更为精确.
In this paper, a superposition method is proposed for calculating the ultimate strength of steel reinforced concrete (SRC) short columns. Calculation results of 31 SRC short columns, obtained by using seven methods, are compared with test results. It is shown that this method is not only simpler for calculation, but also more accurate than other methods.
出处
《湖南大学学报（自然科学版）》
EI
CAS
CSCD
1992年第5期104-110,共7页
Journal of Hunan University:Natural Sciences
关键词
混凝土
极限载荷
短柱
迭加法
steel shapes
concretes
ultimate loads
short columns
superposition method
