| 无砟-有砟轨道过渡段设计分析 |
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| 引用本文： | 林长森,唐进锋,肖治群.无砟-有砟轨道过渡段设计分析[J].铁路计算机应用,2009,18(10):19-22. |
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| 作者姓名： | 林长森 唐进锋 肖治群 |
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| 作者单位： | 中南大学,土木建筑学院,长沙,410075 |
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| 摘 要： | 采用Fortran语言编制无砟-有砟轨道过渡段的力学分析程序.对比分析无砟-有砟轨道过渡段刚度过渡设置方式,并提出几种过渡段的结构设计方案,对无砟-有砟轨道过渡段的设计施工有一定的指导意义.
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| 关 键 词： | 无砟轨道 有砟轨道 过渡段 刚度差 |
| 收稿时间： | 2009-10-15 |
Design analysis on ballastless-ballast track transition sections |
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| LIN Chang-sen,TANG Jin-feng,XIAO Zhi-qun.Design analysis on ballastless-ballast track transition sections[J].Railway Computer Application,2009,18(10):19-22. |
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| Authors: | LIN Chang-sen TANG Jin-feng XIAO Zhi-qun |
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| Affiliation: | (School of Civil Engineering and Architecture, Central South University, Changsha 410075, China) |
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| Abstract: | It had established ballastless-ballast track transition sections＇ mechanics analysis program with FORTRAN Language. It was analysed and contrased the dynamic behavior of several kinds of stiffness setting. Several structural design of the transition remedies was listed.The article on the ballastless-ballast track transition sections design and construction had a certain significance. |
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| Keywords: | ballastless track ballast track transition section stiffness difference |
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