| 铁路无缝道岔计算理论的优化探讨 |
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| 引用本文： | 刘衍峰 高亮. 铁路无缝道岔计算理论的优化探讨[J]. 铁道标准设计通讯, 2005, 0(4): 9-12 |
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| 作者姓名： | 刘衍峰 高亮 |
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| 作者单位： | 北京交通大学土木建筑工程学院 北京100044(刘衍峰)，北京交通大学土木建筑工程学院 北京100044(高亮) |
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| 摘 要： | 针对铁路无缝道岔当量阻力法计算理论的不足,通过对无缝道岔理论的深入探讨,优化和完善了无缝道岔的计算理论,并通过理论与实验测试的对比,验证了优化后理论和方法的正确性,为我国高速铁路进一步发展跨区间无缝线路奠定基础。
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| 关 键 词： | 无缝道岔 附加力 位移 |
| 文章编号： | 1004-2954(2005)04-0009-03 |
Approach to Optimizing Seamless Railway Turnout Computing Theory |
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| Liu Yanfeng,Gao Liang Civil Construction Engineering School of Beijing Jiaotong University,Beijing. Approach to Optimizing Seamless Railway Turnout Computing Theory[J]. Railway Standard Design, 2005, 0(4): 9-12 |
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| Authors: | Liu Yanfeng Gao Liang Civil Construction Engineering School of Beijing Jiaotong University Beijing |
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| Affiliation: | Liu Yanfeng,Gao Liang Civil Construction Engineering School of Beijing Jiaotong University,Beijing 100044 |
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| Abstract: | modify the defective equivalent resistance theory to be an optimized and improved seamless turnout computing theory that afterwards is proved correct through experiment and test, paving the way for further development in cross-zone seamless high speed railway. |
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| Keywords: | seamless turnout additional force displacement |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
