摘要
以重庆菜园坝长江大桥为例,利用有限元方法研究提篮拱的拱肋侧倾角对全桥稳定性的影响,给出拱肋的合理侧倾角。结果表明,拱肋侧倾角的选择对拱桥的整体稳定性有重要的影响,拱肋侧倾角以10°左右为佳。
Taking the Caiyuanba Changjiang paper makes a study of the effect of tilting angle River Bridge in Chongqing as an example, this of basket handle arch rib on the stability of the overall arch bridge and gives the rational tilting angle of the arch rib, using the finite element method. The results of the study indicate that the selection of the tilting angle has important effect on the global stability of the arch bridge and the tilting angle of the arch rib should be preferably about 10°.
出处
《桥梁建设》
EI
CSCD
北大核心
2007年第4期32-34,共3页
Bridge Construction
关键词
提篮拱
侧倾角
稳定性
有限元法
basket handle arch
tilting angle
stability
finite element method