摘要
本文介绍某大跨度连续刚构桥施工阶段的应力监测,通过对箱梁悬臂施工直至全桥合拢的应力监测数据与有限元计算结果比较分析,得到一些有意义结论。
This paper introduces the stress monitoring during construction for a long span PC continuous rigid -famed bridge. The stress from field monitoring is compared with that from the finite element model, and then some important results are obtained.
出处
《福建建设科技》
2007年第5期46-47,共2页
Fujian Construction Science & Technology
关键词
应力监测
连续刚构桥
有限元模型
stress monitoring
continuous rigid- framed bridge
finite element model
