摘要
以长沙市三汊矶湘江大桥为工程背景,对自锚式悬索桥的主缆线形及无应力长度的计算方法进行了研究,推导出两种基于不同假定下的主缆线形及无应力索长的计算方法:假定主缆自重沿跨径均布的抛物线法和假定主缆自重沿弧长均布的分段悬链线法。结果发现:抛物线法比较简单,但计算结果比较粗略;分段悬链线法考虑因素比较全面,计算相对复杂,但结果比较精确;对于空缆线形竖向坐标值两种方法的误差为0 739%,无应力索长计算两种方法的误差仅为0 31%。结果表明:抛物线法和分段悬链线法均可应用于自锚式悬索桥的主缆线形计算。
Took Sanchaji suspension bridge in Changsha as a case study, based on different hypothesis, two methods were deduced, the parabola method of cable gravity distributing uniformly along the span, and the catenaries method of gravity distributing equally along the curve. It is pointed that the parabola method is straightforward, but the results are relatively coarse, and the catenaries method is relatively complicated, but the results are precise, which takes into account all-around factors. For the two methods above, the error of vertical coordinate of cable is 0.739%, and the error of zero-stress length for cable is 0.31%. The results show that the two methods are feasible to calculate the cable curve of self-anchored suspension bridge.
出处
《交通运输工程学报》
EI
CSCD
2004年第3期38-43,共6页
Journal of Traffic and Transportation Engineering
