摘要
以弹性基础的高桥墩为研究对象,在考虑几何非线性和材料非线性的基础上,利用ANSYS进行非线性稳定分析,并将其结果与刚性基础情况下的分析结果进行比较。
Regard high pier in elastic foundation as the research object, on the foundation considering geometry nolinear and material nolinear, make use of the ANSYS proceed nolinear stability analysis, combine its result and the analysis result proceeding that rigid foundation circumstance descend comparison.
出处
《中南公路工程》
2007年第1期122-123,130,共3页
Central South Highway Engineering
关键词
弹性基础
高墩
非线性
有限元
稳定
elastic foundation
high pier
nolinear
finite elements
stabilization
