给出了斜腿刚架柱的计算长度系数和刚架相应的失稳模式。
Then proposed the etfective length factors of the columns a…
按此方程导出了无侧移框架和有侧移框架柱的计算长度取值方法。
The evaluation of column effective length factor both braced frames and unbraced frames with flexible joints is derived.
首先介绍了我国规范中的排架柱的计算长度的历史背景，并指出其中存在的问题。
We first introduce the background of the effective length of bent column of the code, and point out the exist problems.
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