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轻轨车站大悬臂结构基础在荷载作用下受力性能分析
A Mechanical Behaviors Analysis of Large-Cantilever Structure Foundation in Light Rail Station Under Loading
【摘要】 对轻轨车站大悬臂结构基础应用三维有限元的方法进行了计算分析.探讨了不同尺寸桩基础的变形计算结果,给出了桩基础宽度与地面转角的关系曲线.经过与理论计算结果比较,对大悬臂结构基础的受力和变形提出了分析意见.
【Abstract】 The large_cantilever structure foundation in light rail station is studied with 3_D finite element analysis method. The deformation results of the pile foundation with varied size are discussed in the paper. The deflection curve for the pile foundation in the ground with different widths is given. According to the comparison with theoretical results, the paper puts forward notions for the force and deformation properties of this structure foundation.
【关键词】 大悬臂结构;
轻轨车站;
三维有限元分析;
【Key words】 large_cantilever structure; light rail station; 3_D finite element analysis;
【Key words】 large_cantilever structure; light rail station; 3_D finite element analysis;
- 【文献出处】 北方交通大学学报 ,Journal of Northern Jiaotong University , 编辑部邮箱 ,2003年01期
- 【分类号】U239.3
- 【下载频次】79