| 盾构隧道衬砌结构的抗震分析 |
| |
| 引用本文： | 高峰,梅乐胜. 盾构隧道衬砌结构的抗震分析[J]. 交通标准化, 2012, 0(3): 115-118 |
| |
| 作者姓名： | 高峰 梅乐胜 |
| |
| 作者单位： | 重庆交通大学土木建筑学院,重庆,400074 |
| |
| 摘 要： | 利用有限元软件ANSYS,在建立有限元模型的基础上,计算管片衬砌模型和有内衬的双层衬砌模型在8度地震荷载作用下衬砌的受力情况,并通过对不同内层衬砌厚度的计算比较,给出8度地震区合理的内衬厚度。
|
| 关 键 词： | 管片接头 盾构隧道 双层衬砌 初衬厚度 |
Seismic Analysis on Lining Structure of Shield Tunnel |
| |
| GAO Feng,MEI Le-sheng. Seismic Analysis on Lining Structure of Shield Tunnel[J]. Communications Standardization, 2012, 0(3): 115-118 |
| |
| Authors: | GAO Feng MEI Le-sheng |
| |
| Affiliation: | (School of Civil Engineering ＆ Architecture,Chongqing Jiaotong University,Chongqing 400074,China) |
| |
| Abstract: | Using finite element software,ANSYS,based on establishing finite element model,it calculates the force condition of segment lining model and double lining model under the loading of 8 degree earthquake.By comparing different thickness of the inner lining,it puts forward the reasonable inner lining thickness in 8 de-gree earthquake zone. |
| |
| Keywords: | segment joint shield tunnel double lining initial lining thickness |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
| 点击此处可从《交通标准化》浏览原始摘要信息 |
|
点击此处可从《交通标准化》下载全文 |
|
