摘要
以不等高支点悬索为计算模型 ,推导了抛物线和悬链线悬索无应力索长精确解 ,通过分析说明目前主要采用一阶近似来计算无应力索长。算例表明这些计算公式正确无误 ,可以用于工程计算。
Using the suspension cable with the unequal height supports as calculation model,the exact solutions of the unstressed calble length for parabola and catenary curve are derived.At the same time it is explained that at the present the fist-order approximate solutions are applied usually to calculate the unstressed cable length.The results show that the formulas are correct and can be used in the actual engineering.=
出处
《东北公路》
2003年第4期86-87,共2页
Northeastern Highway
