摘要
对于钢结构轴心受压构件，其截面设计通常采用先假定截面尺寸，按规范公式多次试算逐渐逼近的方法。本文试图寻找更为简化的算法。
In traditional calculation work, a supposed geometrical section must be given in advance, with which, besides, rounds of modification and trial calculation must be taken while the solution is gradually approached. Now the authors offer a new method for more easy calculation.
出处
《矿山机械》
北大核心
2000年第8期63-64,共2页
Mining & Processing Equipment
关键词
钢结构
轴心受压构件
截面
稳定系数
Steel constriction Axially-loaded member Design of cross section
