摘要
以实际工程为背景,建立了空间斜跨拱斜拉桥有限元模型,对全桥稳定性进行分析,就不同体系、不同工况作用下的稳定性进行了分析对比,得出了一些结论。
In the background of practical project, the stability analysis is presented in thesis by the finite element model established. With stability analysis under various systems and different working conditions, some conclusions is put forward.
出处
《山西建筑》
2014年第15期210-211,共2页
Shanxi Architecture
关键词
斜跨拱斜拉桥
稳定
分析
eable-stayod bridge with diagonal-span arch, stability, analysis
