column bracing

基本解釋

Buckling failure of column-bracing systems is caused by buckling failure of a column.
柱列支撐躰系的失穩(wěn)破壞是由於單柱失穩(wěn)破壞引發(fā)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(shí)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(guān)系，得到了單柱橫系桿支撐、斜拉桿支撐的門檻剛度要求。