| 铁路隧道洞门可靠度分析 |
| |
| 引用本文： | 严松宏,高波,周佳媚.铁路隧道洞门可靠度分析[J].甘肃科学学报,2003,15(3):73-77. |
| |
| 作者姓名： | 严松宏 高波 周佳媚 |
| |
| 作者单位： | 1. 西南交通大学土木工程学院,四川,成都,610031;兰州交通大学土木工程学院,甘肃,兰州,730070
2. 西南交通大学土木工程学院,四川,成都,610031 |
| |
| 基金项目： | 铁道部建设司铁路隧道设计规范项目(99979) |
| |
| 摘 要： | 根据隧道洞门结构的计算特点，建立了隧道洞门可靠度计算的极限状态方程，分析了用分位值法计算隧道洞门可靠指标的基本原理和过程；并以端墙式隧道门为例，对隧道洞门可靠度进行了计算。
|
| 关 键 词： | 隧道洞门 可靠度 极限状态 |
| 文章编号： | 1004-0366(2003)03-0073-05 |
| 修稿时间： | 2002年12月13 |
RELIABILITY ANALYSIS OF RAILWAY TUNNEL PORTAL STRUCTURES |
| |
| YAN Song-hong,GAO Bo,ZHOU Jia-mei.RELIABILITY ANALYSIS OF RAILWAY TUNNEL PORTAL STRUCTURES[J].Journal of Gansu Sciences,2003,15(3):73-77. |
| |
| Authors: | YAN Song-hong GAO Bo ZHOU Jia-mei |
| |
| Abstract: | According to the calculation characteristics of railway tunnel portal structure, the limit status equations of its reliability were established. The basic principle and process of calculating its structure reliability index were presented. In addition, the reliability index of end wall portal structure was calculated as an example. |
| |
| Keywords: | tunnel portal structure reliability limit status |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
