摘要
对下承式系杆拱桥中使用柔性吊杆的张拉力进行了分析,发现各设计图纸的反映不同,没有规律性,且不符合抛物线拱轴的要求,故对如何确定吊杆张拉力进行研究。
The tensile stress of flexible boom adopted in through bowstring arch bridge is analyzed,the result is that design drawings react differently,no regularity is shown between them,and they do not meet the need of axis of parabola,therefore come this research on how to determine the tensile stress of boom.
出处
《山西建筑》
2010年第4期58-60,共3页
Shanxi Architecture
关键词
下承式系杆拱桥
柔性吊杆
抛物线拱轴
张拉力
through bowstring arch bridge
flexible boom
axis of parabola
tensile stress