摘要
南洲大桥为弯塔斜拉桥结构。该桥的斜拉索采用钢锚梁锚固系统。通过理论计算和模型试验结果验证索塔受力明确合理,在各种工况下受力均满足规范要求。
The pylon of Guilin Nanzhou Bridge is curve, and the steel anchor beam system on pylon is complicated. According to the analysis of theoretical calculation and model experiment, the design of anchor system of pylon is proved safe and reliable, and meets with the criterion at the specified states.
出处
《建筑结构》
CSCD
北大核心
2008年第9期106-107,共2页
Building Structure
关键词
南洲大桥
弯塔斜拉桥
索塔锚固系统
受力分析
Nanzhou Bridge
curved pylon cable-stayed bridge
anchor system of pylon
mechanic analysis
