摘要
对长细比影响系数 K_2,提出了新的表达式,消除了原 K_2表达式造成柱子曲线不光滑的缺欠,计算结果与实验值符合较好.
In this paper a new formula of slenderness ratio influence coefficient k_2 is puted forward and shortcoming in forme formula of coefficient K_2 is removed.Calculating results coincided well with measured values
出处
《沈阳建筑工程学院学报》
1993年第1期14-20,共7页
Journal of Shenyang Archit Civil Eng Univ: Nat Sci
关键词
偏压柱
钢管
承载力
混凝土
计算
steel tube concrete column eccentric loads
equivalent bond stress
slenderness ratio influence coefficients
column curves
