column bracing

基本解释

Buckling failure of column-bracing systems is caused by buckling failure of a column.
柱列支撐躰系的失穩破壞是由於單柱失穩破壞引發的。
For weak bracing system, this paper provided the concrete formula of calculating the effective length coefficient of column.
對弱支撐躰系，提出了柱子計算長度的實用計算公式。
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.
本文首先利用剛性單柱屈曲荷載增量與支撐剛度的關系，得到了單柱橫系杆支撐、斜拉杆支撐的門檻剛度要求。