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1)  coordinational variable
协调变量
1.
In this algorithm the power flows of the cut branches are taken as coordinational variables,which are expressed in the form of virtual loads,and then the influence of coupling among sub-networks are processed.
该算法是将切割支路的潮流以虚拟负荷的形式作为协调变量对子网络之间的耦合影响进行处理,并有效地将大规模电力系统状态估计问题转化为若干个子网络的状态估计问题,是一种准并行算法。
2)  bivariate coordinated control system
双变量协调控制
1.
Results By comparing the control scheme mentioned,we made the conclusion that bivariate coordinated control system would upgrade t.
结果通过对文中提到的控制策略的分析比较,确定了采用双变量协调控制的控制方式来提高动态补偿效果,同时提出了对不平衡负载电流补偿的新方法,该方法可以节省装置的硬件资源。
3)  variational consistent mass matrices
变分协调质量阵
4)  compatibility of deformation
变形协调
1.
The compatibility of deformation may occur on tube thread according to dimension of collar thread, which is helpful in improving the connection quality.
油管螺纹与接箍螺纹联接后会发生变形协调 ,有利于提高螺纹联接质量。
5)  deformation compatibility
变形协调
1.
Discussion of the forming mechanism of reflective cracks in pavement from the angle of deformation compatibility;
从变形协调关系看路面反射裂缝的形成机理
2.
Phillips's serise/parellel model has been employed, Transverse modulus of squarefibrous composites are analysed from longitudinal deformation compatibility, Then, by virture of relative volume fraction application are discuss for a wide range of fire section.
本文采用Phillips提出的串联/并联模型,考虑到沿纵向纤维与基体的变形协调,利用材料力学方法,求得具有正方形截面的纤维增强复合材料的横向模量,进而讨论了其它形状纤维截面的应用。
3.
According to the deformation compatibility relationship between corroded steel bars and concrete,on the basis of the constitutive relationship which can reflect the mechanical properties of corroded steel bars and concrete respectively and the bond-slip constitutive law,a nonlinear differential equation for the beam,expressed in the form of the tensile force(N) o.
通过将锈蚀钢筋混凝土梁视为由锈蚀钢筋和混凝土组成的存在粘结滑移的组合梁,以锈蚀钢筋与混凝土之间的变形协调条件为依据,引入反映锈蚀钢筋混凝土力学性能的本构关系和锈蚀钢筋与混凝土之间的粘结-滑移本构关系,推导出以纵向受拉钢筋拉力N表达的锈蚀钢筋混凝土梁非线性微分方程。
6)  distortion coordination
变形协调
1.
Method for calculating settlement of composite ground under rigid foundation considering distortion coordination;
考虑变形协调的刚性基础复合地基沉降计算
2.
Based on the allowable stress theory,considering the stress characteristics of reinforcing layer before and after reinforcement,and guaranteeing the reinforcing layer and the original structure distortion coordination as a premise,a equation about reinforcing layer thickness section destruction was established before reinforcement to determine the reasonable thickness of reinforcing layer.
以容许应力理论为基础,考虑利用增大截面法加固主拱圈前后的受力特点,并以保证加固层与原结构变形协调为前提,在加固前建立一个关于加固层厚度的截面破坏方程,通过合理的解方程来确立加固层最小厚度,从而为快速确定最小加固层厚度提供合理的理论保证,并减少试算和验算的工作量,对石拱桥加固理论化有着一定的推动作用。
补充资料:变量与变量值
可变的数量标志和所有的统计指标称作变量。变量的数值表现称作
变量值,即标志值或指标值。变量与变量值不能误用。
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