1) no-node load
非节点荷载
2) non-joint transverse load
非节点横向荷载
3) nodal load
节点荷载
1.
By solving load-constant,this paper presents equivalent nodal load of several applied-loads on parabolic wedge-shaped beam with rectangular section in cross-beam structures.
本文通过求矩形截面抛物线楔形梁的单元柔度系数和刚度系数,提出了交叉梁系结构中矩形截面抛物线楔形梁的单元刚度矩阵,通过求矩形截面抛物线楔形梁的载常数,提出了交叉梁系结构中矩形截面抛物线楔形梁上几种作用荷载的等效节点荷载。
4) panel load
节点载荷
5) equivalent node load
等效节点荷载
1.
Based on prestressing force s mechanism,it was proposed that equivalent node load was used to simulate its spatial effect during tensing,and that degenerated solid element was employed to take prestressed.
从预应力筋的实际作用机理出发,提出在预应力张拉阶段用等效节点荷载来模拟预应力对结构的作用;而在预应力管道灌浆后,将预应力筋作为结构的一部分,用实体退化单元进行结构分析,并用两算例对本文的方法进行了验证。
6) nodal load matrix
节点荷载列阵
1.
The element stiffness matrix of the space circular curved beam is derived according to the theory of mechanics,the nodal load matrix is also derived similarly to the example of one general load.
本文根据结构力学基本原理导得圆弧形曲杆的单元刚度矩阵 ,采用相类似的方法以最一般的线性非均布集中荷载为例推得弧形曲杆的节点荷载列
补充资料：非想非非想处天
1.佛教语。即三界中无色界第四天。此天没有欲望与物质﹐仅有微妙的思想。
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