利用分段计算法提高索道悬索计算精度

Calculation accuracy for cablway suspension line can be improved by virtue of sectional method

应用分段计算法扩大挠度系数计算范围到0.02～0.16,且文中挠度计算可以无荷、有荷互逆,为索道设计提供了方便。并采用无量纲计算技术,进行了模拟实验,验证了文中各公式。

By virtue of the sectionalized calculation method the calculation range of bending coefficient can be extended to 0. 02～0. 16 wide . Furthermore in the paper ,the deflection calculation is reciprocal under load or zero load ,so this will offer convenience to cable-way designing. By the aid of dimension-less calculation techniques the simulation test is done and the formulae in the paper are checked.