摘要
对蒙山大道桥——五跨连续拱梁组合桥的设计过程进行了详细的介绍,并对本桥建模计算进行了深入分析与研究.结果表明:体外预应力的设置与否对主拱拱脚水平反力影响显著,为类似桥梁设计提供参考.
In this paper,Mengshan mountain bridge,five large span arch and bea m hybrid system bridge and the design process were introduced in detail,and the research of modeling calculation analyses of the bridge was done.The results show that external prestressing of the main arch of the setting or the level of reaction force of the arch are significant reference for the design of si milar bridges.
出处
《武汉工程大学学报》
CAS
2011年第6期42-46,共5页
Journal of Wuhan Institute of Technology
关键词
连续梁桥
拱桥
拱梁组合桥
结构分析
continuous girder bridge
arch bridge
arch and beam hybrid system bridge structural analysis
