1) cross impact matrix method
交互影响矩阵法
2) cross impact matrix
交互影响矩阵
3) influence matrix method
影响矩阵法
1.
After a careful review of existing methods of optimization of cable tensions for cable-stayed bridges, the authors think that influence matrix method is perfect theoretically.
对现有斜拉桥索力优化理论进行评述,认为索力优化的影响矩阵法在理论上最为完善。
4) mutual matrix method
交互矩阵法
5) Mass Influence Matrix Method
质量影响矩阵法
6) 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。
补充资料：交互
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