摘要
自锚式悬索桥的索夹受力状态复杂,难以准确分析计算,基于南京长江江心洲大桥的索夹本体试验,得出相关数据,并对试验结果进行了分析。
The clamp＇ s stress in cable self-anchored suspension bridge is complex, and it＇ s difficult to calculate an accurate value. This article, based on tests of the clamp＇ s body in Right Branch Main Bridge of Jiangxin Island of Nanjing Yangtze River Tunnel Project, obtained relevant data, and made analysis on tests results.
出处
《铁道建筑技术》
2009年第10期18-19,60,共3页
Railway Construction Technology
关键词
自锚式悬索桥
索夹
抗滑力
环向应力
cable self-anchored suspension bridge
clamp
anti-slide force
hoop stress
