摘要
详细推导了窄截面柱单向受压侧向稳定的计算方法,指出在进行柱设计时应避免出现2个方向平面刚度差异过大.
This paper deduces the equation of one column with the slight section pressed by the force which does not act on the center of the column in one direction, and points out that it is not allowed when we design columns that the abilities of two directions which resist the force are very different.
出处
《连云港化工高等专科学校学报》
2000年第4期46-47,共2页
Journal of Lianyungang College of Chemical Technology
关键词
单向偏心受压
稳定性
临界荷载
pressed by the force of one direction not acting on the center of the column
stability
the biggest force allowed