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。
The suitable bearing eccentricity method of influence matrix minimum torsion strain energy was presented for the first time, and the expression of the value of bearing eccentricity was educed.
首次提出了影响矩阵的最小扭转应变能设置支座预偏心的方法，推导出了合理支座预偏心值的数学表达式。
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