column bracing

基本解释

Buckling failure of column-bracing systems is caused by buckling failure of a column.
柱列支撑体系的失稳破坏是由于单柱失稳破坏引发的。
For weak bracing system, this paper provided the concrete formula of calculating the effective length coefficient of column.
对弱支撑体系，提出了柱子计算长度的实用计算公式。
Based on the relationship between the buckling load of a rigid column and the bracing stiffness, the critical stiffness requirement of the bracing for a single column was obtained.
本文首先利用刚性单柱屈曲荷载增量与支撑刚度的关系，得到了单柱横系杆支撑、斜拉杆支撑的门槛刚度要求。