2) Section of pole
柱体截面
4) variable section column
变截面柱
1.
Based on document ,this paper detailed the formula of critical load of for, variable section column with two sides hinged support by method of weighed residuals and proved that conclusion of document was a special case .
本文在文献〔１〕的基础上，利用加权残数法推导出两端铰支变截面柱发生弹性失稳时的临界力计算公式，并表明文献〔１〕的结论是本文的特殊情况。
补充资料：铌钛超导复合体截面
铌钛超导复合体截面
铌钛超导复合体截面
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条