1) tapered beam
楔形梁
1.
Elastic stability analysis of tapered beam with I-section;
工字形截面楔形梁的弹性稳定分析
2.
The displacement mode of a tapered beam is derived according to the tapered members with I sections used very often for steel structures, on the basis of which corresponding shape function and stiffness matrix are obtained by finite element theory and a symbolic software.
针对钢结构中常用的工字形截面楔形构件 ,推导出了楔形梁的位移模式 ,并在此基础上 ,用有限元原理 ,通过符号计算软件 ,求得相应的形函数与刚度矩阵。
3.
In this paper, the equilibrium differential equation including the effects of constant axial force and shear deformation was established for tapered beams.
本文首先建立楔形梁包含轴力和剪切变形效应的平衡微分方程。
2) Tapered beams
楔形梁
1.
Tapered beams are widely used in steel structures, especially in portal frames.
由此,推出了楔形梁弯扭屈曲时的总应变能。
3) wedge structure top-beam
楔形结构梁
4) tapered beam roof
楔形梁屋盖
1.
Heavy industrial steel buildings are mainly constructed with trussed or grid roof system instead of tapered beam roof system,which has never been adopted in such constructions in China.
针对某吊车吨位达到650t的重型钢结构厂房,比较了桁架屋盖体系和楔形梁屋盖两种方案的结构自振周期、屋盖用钢量、主结构变形、主要构件应力比、屋盖刚度对实腹式上柱受力的影响,以及按照平面框架分析和空间分析两种情况下结构变形。
6) tapered H-section steel beam
楔形H形钢梁
补充资料：鳞石英楔形双晶
鳞石英楔形双晶
鳞石英楔形双晶
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