1) self equilibrating stresses
自平衡应力
2) self-equilibrated stress
应力自平衡
1.
Using self-equilibrated stress unit structures to form tensegrity structures is one of the methods to form tensegrity structures.
利用应力自平衡的张拉整体单元结构拼接张拉整体结构是构成张拉整体结构的一种方法,本文探讨了张拉整体单元结构的力学特性,并利用张拉整体单元结构构造了圆形、椭圆形的张拉整体索穹顶结构。
3) self-balance pre-stress
自平衡预应力
1.
Reinforcement approach of self-balance pre-stressed bolts for expansive soil slope;
膨胀土边坡自平衡预应力锚固方法研究
4) self-equilibrium stress field
自平衡应力场
1.
The self-equilibrium stress field is constructed by the linear combination of several self-equilibrium 揵asis vectors?which can be computed by elastic-plastic incremental iteration of 3-D BEM analysis.
下限安定分析所需的弹性应力场直接由边界元方法求出,所需的自平衡应力场由一组带有待定系数的自平衡应力场基矢量的线性组合进行模拟,这些自平衡应力场基矢量通过边界元弹塑性迭代计算获取。
5) self-stress-balance system
自应力自平衡体系
6) self-equilibrating stresses
自平衡力
1.
In this paper the nonlinear seismic response analysis of R/C frame structures and R/C shear wall structures based on the pattern of self-equilibrating stresses is combined to form the two-dimensional analysis of the R/C frame-shear wall structures.
将基于自平衡力的钢筋混凝土框架结构和剪力墙结构的非线性地震反应分析组合在一起，构成框架－剪力墙结构的二维非线性地震反应分析，然后在二维分析模型上加上横向框架梁的空间约束作用，给出了钢筋混凝土框架一剪力墙结构的拟三维非线性地震反应分析。
2.
Finally, the method of nonlinear dynamic analysis based on pattern of self-equilibrating stresses is applied to solving nonlinear seismic response of RC shear wall structures.
最后将基于自平衡力的非线性动力反应分析方法应用于求解剪力墙结构的非线性地震反应，并用传统分析方法对其结果进行了检验，表明该分析方法计算简便，而且是有效和可靠的。
补充资料：轧辊残余应力(见轧辊应力)
轧辊残余应力(见轧辊应力)
residual stresses in roll
zhagun eanyu yingli轧辊残余应力(residual stresses in roll)见礼辐应力。
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