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2003年07 期
| 标题 |
| 关于隧道坡度折减系数的探讨(43 卷) |
| 英文标题 |
| * |
| 摘要 |
| 线路设计中，当长度大于400 m的隧道位于最大坡度的坡道上时，为了保证列车不低于计算 车速运行，应将最大坡度进行折减。通过对我国现有主要机车的隧道坡度折减系数 |
| 作者 |
| 新闻作者:梁明学〓康亚林 |
| 关键字 |
关键词:隧道〓粘降〓坡度折减 |
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| 标题 |
| 关于隧道坡度折减系数的探讨(43 卷) |
| 英文标题 |
| * |
| 摘要 |
| 线路设计中，当长度大于400 m的隧道位于最大坡度的坡道上时，为了保证列车不低于计算 车速运行，应将最大坡度进行折减。通过对我国现有主要机车的隧道坡度折减系数 |
| 作者 |
| 新闻作者:梁明学〓康亚林 |
| 关键字 |
关键词:隧道〓粘降〓坡度折减 |
| COPYRIGHT©2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
