1) Anti-coupled
反耦联
3) non-coupled equation
反耦联方程
1.
This article first introducing the non-coupled systems and non-coupled equation of finite deformation springback.
通过引入有限变形回弹反耦联系统和反耦联方程的概念,由回弹势能原理建立了板成形的大挠度回弹有限元法。
4) springback anti-couple equation
回弹反耦联方程
1.
Spring-back principles of minimum potential energy and minimum complementary energy in metal forming processes are established by applying weighted residual method to the springback anti-couple equations and the springback principle of minimum potential energy is applied to calculate springback deformations of a cantilever beam and a curved beam.
引入了回弹反耦联系统和回弹反耦联方程的概念。
2.
By the use of weighted residual method to the springback anti-couple equations,springback principles of minimum potential energy and minimum complementary energy for thin sheets formed by bending are established.
定义了弯曲成形薄板的回弹反耦联系统和回弹反耦联方程。
5) springback anti coupled systems
回弹反耦联系统
1.
The conceptions of springback anti coupled systems and equations are introduced in this paper.
本文引入了回弹反耦联系统和回弹反耦联方程的概念。
6) coupled translation and torsion response
平-扭耦联反应
1.
Experimental study of semi-active control of coupled translation and torsion response for frame-shear wall eccentric structure;
框-剪偏心结构平-扭耦联反应半主动控制试验研究
2.
The double-sigmoid model of magnetorheological damper(MRD) and the experiment system of 3-floor frame-shear wall eccentric structure was built according to the coupled translation and torsion response control of this structural model using MRD,based on Matlab/Simulink software environment and hardware/software resources of dSPACE(digital signal processing and control engineering).
为了验证磁流变阻尼器(magnetorheological damper,MRD)对偏心结构在地震作用下的平-扭耦联反应控制的效果,进行了振动台试验。
3.
The double-sigmoid model of magnetorheological damper (MRD) and the experiment system of 3-floor frame-shear wall eccentric structure was built according to the coupled translation and torsion response control of this structural model using MRD, based on Matlab/Simulink software environment and hardware/software resources of dSPACE (digital signal processing and control engineering).
为了验证磁流变阻尼器(magnetorheologicaldamper,MRD)对偏心结构在地震作用下的平-扭耦联反应控制的效果,进行了振动台试验。
补充资料：反,反-4,4'-二丙基-[1,1'-联二环己基]-4-腈
CAS: 88510-85-4
中文名称: 反,反-4,4'-二丙基-[1,1'-联二环己基]-4-腈
英文名称: trans,trans-4,4'-Dipropyl-[1,1'-bicyclohexyl]-4-carbonitrile
中文名称: 反,反-4,4'-二丙基-[1,1'-联二环己基]-4-腈
英文名称: trans,trans-4,4'-Dipropyl-[1,1'-bicyclohexyl]-4-carbonitrile
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