| 高速磁浮轨道结构抗震性能分析 |
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| 引用本文： | 窦仲赟,任廷柱. 高速磁浮轨道结构抗震性能分析[J]. 世界地震工程, 2004, 20(3): 74-77 |
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| 作者姓名： | 窦仲赟 任廷柱 |
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| 作者单位： | 上海市政工程设计研究院,上海,200092 |
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| 摘 要： | 磁浮轨道结构是整个磁悬浮系统最大和最昂贵的子系统，一旦在地震作用中破坏，将造成严重的直接和间接经济损失。通过对上海线典型轨道结构进行抗震分析，从墩柱强度、轨道梁的位移反应和支座抗震检算三方面对轨道结构的抗震性能进行评价。
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| 关 键 词： | 磁浮轨道 结构设计 抗震性能 磁浮列车 |
| 文章编号： | 1007-6069(2004)03-0074-04 |
| 修稿时间： | 2003-10-15 |
Analysis of seismic performance for guideway of transrapid superspeed maglev |
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| DOU Zhong-yunRen Ting-zhu. Analysis of seismic performance for guideway of transrapid superspeed maglev[J]. World Information On Earthquake Engineering, 2004, 20(3): 74-77 |
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| Authors: | DOU Zhong-yunRen Ting-zhu |
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| Abstract: | The guidwway of the transrapid superspeed maglev system is the most expensive and largest subsystem for all track-bound transportation systems. Once the guidwway is destroyed under earthquakes, it will cause great direct or indirect loss of economy. By analyzing typical guidwway of Shanghai transrapid superspeed maglev line, the seismic performance of the guidwway is presented from intensity of pier, deformation of girder and carrying capacity of bearing. |
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| Keywords: | Shanghai line guidwway of the transrapid superspeed maglev seismic performance |
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