1) column of solid section
实心截面柱
3) eccentric rectangular column
矩形截面偏心柱
1.
The lateral flexure of side-cracked eccentric rectangular column was analyzed and the effects of crack on lateral flexure were studied in this paper.
本文采用Rayleigh-Ritz能量变分法,计算分析了两端技支含边裂纹矩形截面偏心柱的弹性挠度。
4) Section of pole
柱体截面
6) 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：实心
1.充满内心。 2.真心实意。 3.谓心眼不够灵活。 4.物体内部没空隙。和"空心"相对。
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