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1)  influence relationship matrix
影响关系矩阵
1.
The benefit relationship matrix and influence relationship matrix among the strategy planning elements are set up.
首先建立了策划体之间的利益关系矩阵与影响关系矩阵,通过矩阵分析方法来分析各策划体之间的关系,提出了构思策划方案的思路,以及实现策划方案的手段。
2)  influence coefficient matrix
影响系数矩阵
1.
The method of influence coefficient matrix which is successfully used in the Sino UK project of the Riv.
本文介绍的影响系数矩阵法可以方便快捷地完成上述各项工作。
3)  influenced coefficient matrix
影响系数矩阵
1.
This paper gives derivations of two simple methods to calculate Jacobian matrixes of parallel mechanisms firstly: one is based on generalized inverse matrix of influenced coefficient matrix and the other is based on the velocity expressions between active joints and passive joints.
并联机构雅可比矩阵的计算方法已有多种,但这些方法的计算精度却不尽相同,首先对两种简单易懂的求解方法进行了推导说明,它们分别利用一阶影响系数矩阵的广义逆矩阵和被动副速度关于主动副速度的表达式进行求解。
2.
This paper offers a improved Hestense SVD method, and applies it in Parallel robot influenced coefficient matrix processing, therefore,the parallel robot real-time information processing ability is improved
提出了一种改进的HestenseSVD方法,并将此方法用于并联机器人影响系数矩阵处理中,有效地改善了并联机器人系统实时信息处理能力
4)  influence matrix
影响矩阵
1.
The results obtained by the non-linear programming method are in agreement with those by the influence matrix method.
基于分段悬链线法,介绍自锚式悬索桥主缆线形计算原理和步骤,考虑弯矩对加劲梁轴向刚度的影响,在迭代计算过程中,提出采用非线性规划方法,并与传统的影响矩阵法进行对比,计算结果表明,两者结果吻合,从而使借助大型通用优化软件对自锚式悬索桥主缆线形进行精确求解成为可能。
2.
This paper gives the example using cable-stayed bend bridge with minimum radius in China,offsetting unclosed state by influence matrix and iterative method.
以国内弯道半径最小的斜拉桥为例,引入影响矩阵,通过迭代消除不闭合问题,从而可使施工索力得到优化,达到预先设定的成桥内力和线形。
3.
An efficient computational method of the influence matrix is proposed for cable force optimi-zation so as to calculate the cable force of cable-stayed bridges under dead loads easily.
文章提出了一种简便的计算影响矩阵的方法,可以方便地进行斜拉桥成桥恒载索力优化。
5)  effect matrix
影响矩阵
1.
Application of BP neural network in the effect matrix of flatness control;
BP神经网络在板形控制影响矩阵中的应用
2.
By using the effect matrix,the nonlinear earthquake response of bridges under multi-support excitation is discussed in this paper.
通过影响矩阵讨论桥梁在多点激振下的非线性地震响应 ,并用算例比较一致输入和多点激振下的线性和非线性响应 ,讨论地震动输入方式和结构参数对地震响应的影响。
3.
In the nonlinear respondense analysis of bridges under multi support excitation,the effect matrix and Wilson θ method are used.
:用影响矩阵考虑了桥梁在多点激振下的非线性地震响应 ,并利用 Wilsom-θ法编制了相应的程序 。
6)  effective matrix
影响矩阵
1.
A concept of system effective matrix is presented, and subsequently, a new method-effective matrix based diagnosis is given.
提出了系统影响矩阵的概念,在此基础上提出了故障诊断的一种新方法——基于影响矩阵的诊断方法。
补充资料:经济关系(见生产关系)


经济关系(见生产关系)
economical relation

  1 ingji gU口nxj经济关系(eeonomieal relation)系。见生产关
  
说明:补充资料仅用于学习参考,请勿用于其它任何用途。
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