摘要
以太原十号线桥——独塔自锚式悬索桥为工程背景,通过静力计算和参数分析对自锚式悬索桥静力性能进行研究,分析主缆矢跨比、主桥跨径布置和顺桥向索距等对静力性能的影响。计算数据和分析结论为后续施工图设计提供参考。
With the background of Taiyuan L10 Bridge,a self-anchored suspension bridge with single tower,this paper analyzes the influences on static performance from main cable rise span ratios,main bridge span arrangement and longitudinal cable distance in axial direction through the static calculation & parameters analysis.The calculating data and the conclusions can be used as references for the following construction drawing design.
出处
《中国市政工程》
2015年第3期22-24,111,共3页
China Municipal Engineering
关键词
独塔自锚式悬索桥
总体设计
参数比选
self-anchored suspension bridge with single tower
overall design
parameters selection
