摘要
根据鄱阳湖口大桥斜拉索塔构造及预应力束布置的特点 ,设计了索塔节段足尺模型试验方案 ,由空间分析的一些主要成果及其与试验实测值的比较 ,得到了许多有益的结论 。
Based on the conformation and characteristic of strand layout in cable pylon of Poyanghukou Bridge,the test project of the full scale model of segment of cable pylon is designed,the values obtained by spatial analysis and test results are compared,Some important conclusions are drawn,and it is beneficial to the construction of Poyanghukou Bridge.
出处
《中国公路学报》
EI
CAS
CSCD
北大核心
2000年第4期74-78,共5页
China Journal of Highway and Transport
关键词
斜拉桥
索塔节段
足尺模型试验
空间分析
cable stayed bridge
segment of cable pylon
full scale model
spatial analysis
testT