3) Steel hollow section
钢空心截面
4) tapered H-section steel column
变截面H型钢柱
1.
The non-linear finite element method for plate-shell structure is proposed to trace up whole-process analysis of tapered H-section steel column,while the effects of many factors on member such as residual stress,initial geometric imperfections and so on are focused.
采用板壳单元离散变截面H型钢柱,并同时考虑构件整体与局部初始缺陷、残余应力、材料屈服、几何非线性等因素的影响。
5) steel box section columns
钢方管截面柱
6) steel reinforced concrete special-shaped column (SRCSSC)
钢骨异形截面柱
补充资料：Cu／NbTi加工锭截面
Cu／NbTi加工锭截面
Cu／NbTi加工锭截面
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