1) prismatic compression ber
等截面压杆
1.
Research on the calculate length of prismatic compression ber
几种等截面压杆计算长度研究
3) uniform cross-section bar
等截面直杆
1.
The most important issue for the problem of uniform cross-section bar torsion is the calculation of shear stress on the boundary of cross-section,which is very difficult.
对等截面直杆扭转问题,横截面边界上的剪应力计算是件困难的事,也是很重要的研究课题。
4) variable cross-section compression bar
变截面压杆
1.
A semi-analytical approach is developed to analyze the stability of the variable cross-section compression bar.
介绍变截面压杆稳定问题的半解析求解方法 ,在这一方法中应用了模态摄动法 。
5) uniform section bending bar
等截面弯曲杆件
1.
The stiffness equation of uniform section bending bar is the base of displacement method.
位移法是计算高次超静定结构的重要方法,等截面弯曲杆件的刚度方程是其基础。
6) uniform-section circular curved bar
等截面圆弧杆件
1.
This paper derives the slope-displacement equation of uniform-section circular curved bars with method of elastic centre.
用弹性中心法推导出了等截面圆弧杆件的转角位移方程,使某些带有圆弧杆件的复杂刚架可用位移法计算,使内力计算得以简化。
补充资料：长等短等
1.犹言左等右等。谓等待久。
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