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2005年09 期
| 标题 |
| 两桥(隧)之间短路基沉降控制标准研究(45 卷) |
| 英文标题 |
| * |
| 摘要 |
| 针对两桥(隧)之间短路基设计，应用列车—线路耦合动力学理论和模型，分析了不同的车辆运行速度、不同的路基沉降、不同的过渡段长度对不同动力性能的运行车辆舒适性的影响，得出了两桥(隧)之间短路基沉降的控制标准以及“刚性路基”和“以桥代路”方案的适用性。 |
| 作者 |
| 新闻作者:蔡成标 魏永幸 |
| 关键字 |
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| 标题 |
| 两桥(隧)之间短路基沉降控制标准研究(45 卷) |
| 英文标题 |
| * |
| 摘要 |
| 针对两桥(隧)之间短路基设计，应用列车—线路耦合动力学理论和模型，分析了不同的车辆运行速度、不同的路基沉降、不同的过渡段长度对不同动力性能的运行车辆舒适性的影响，得出了两桥(隧)之间短路基沉降的控制标准以及“刚性路基”和“以桥代路”方案的适用性。 |
| 作者 |
| 新闻作者:蔡成标 魏永幸 |
| 关键字 |
| COPYRIGHT©2001-2025 CHINA ACADEMY OF RAILWAY SCIENCES CORPORATION LIMITED，ALL RIGHTS RESERVED | ||
|
