摘要
考虑地基弹性变形影响,用能量法对桥墩的稳定性作了详细的分析。并通过算例,得出了一些结论。
The deformation effect of foundation considered, the stability of continuous-rigid bridge is analyzed by means of energy method. And some conclusions are presented according to the results of an example.
出处
《铁道工程学报》
EI
2004年第2期132-134,共3页
Journal of Railway Engineering Society
关键词
能量法
弹性变形
弹性地基
桥墩
稳定性
桥粱
bridge pier
stability analysis
elastic foudation
energy method
