摘要
综述了高墩大跨连续刚构桥稳定性的研究发展过程,针对影响大跨连续刚构桥高墩稳定性的几种主要因素,通过有限元分析计算分别进行了对比分析,总结了一些有益的结论,并对高墩稳定性研究亟待解决的问题进行了展望。
The paper reviews the development process of the research on the stability of long-span rigid frame bridge with high piers.The main factors of the high piers stability of long-span rigid frame bridge are compared and analyzed by the calculations of finite element analysis.Some beneficial conclusions are summarized.Some problems that need to be solved in the future research on high piers stability are discussed and investigated.
出处
《山西建筑》
2009年第36期343-344,共2页
Shanxi Architecture
关键词
高墩
连续刚构桥
稳定性
high piers
rigid frame bridge
stability
