摘要
通过对小关岭3号特大桥,桥跨布置为75+130+75 m三跨预应力砼连续刚构箱梁的分析,对箱梁挂篮加载试验受力情况及方法进行了分析。
Xiaoguanling 3 # the especially big bridges, the bridge span arrangement is 75 ＋ 130 ＋ 75 meter three cross pre - strewed concrete continuous rigid frame box - beam bridges, this article introduced box- beam Hangs the basket loads Experiment the stress analysis with method.
出处
《贵州工业大学学报（自然科学版）》
CAS
2007年第4期108-112,共5页
Journal of Guizhou University of Technology(Natural Science Edition)
关键词
挂篮加载试验
受力分析
方法
loading experiment of hanging basket
Stress analysis
method
