|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
|
2011年07 期
| 标题 |
| 隧道结构抗震设计修正的地震系数法及其应用(51 卷) |
| 英文标题 |
| Corrected seismic coefficient method and its application in seismic design of tunnel structure |
| 摘要 |
| 通过地震系数法、塌落拱理论以及动力时程分析法计算地震荷载对隧道产生的内力，并分析了围岩应力应变的变化规律。将隧道衬砌在不同计算方法下的内力值进行比较分析，提出了对常规地震系数法的修正，并在特定工况下采用修正的地震系数法进行隧道抗震设计。 |
| 作者 |
| 新闻作者:耿 萍，应础斌，张征亮，吴 川 |
| 关键字 |
