Besides, the paper simply introduces the influence matrix method of the adjustment of cable forces after construction and the droops affections for cable forces.
另外，本文还简单介绍了斜拉桥成桥后的索力调整的影响距阵法和拉索的自重垂度对索力的影响。
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。
An efficient computational method of the influence matrix is proposed for cable force optimization 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。
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