| 地下拱形结构内力分析 |
| |
| 引用本文： | 张林.地下拱形结构内力分析[J].山西建筑,2007,33(28):327-328. |
| |
| 作者姓名： | 张林 |
| |
| 作者单位： | 广东省建科建筑设计院,广东,广州,500100 |
| |
| 摘 要： | 根据局部变形地基梁法,利用改进了的压力拱理论计算地层压力,对212国道某一隧道衬砌（变截面直墙拱）进行了内力计算,同时利用大型有限元进行模拟,分析了拱形结构的受力特点,对隧道工程的设计与施工都具有一定的指导作用.
|
| 关 键 词： | 地下拱形结构 变截面直墙拱 局部变形地基梁法 压力拱理论 |
| 文章编号： | 1009-6825（2007）28-0327-02 |
| 修稿时间： | 2007-04-17 |
Analysis of underground arch structural inside force |
| |
| ZHANG Lin.Analysis of underground arch structural inside force[J].Shanxi Architecture,2007,33(28):327-328. |
| |
| Authors: | ZHANG Lin |
| |
| Abstract: | According to partial deformed basement beam method, improved pressure arch theory are used in calculating the pressure of basement, inside force of a tunnel along national road 212 is also calculated, meantime, simulates by large limited unit, analyzes the forcing features of arch structure, has guiding effect for designing and construction of tunnel project. |
| |
| Keywords: | underground arch structure changed section direct arch partial deformed basement beam method pressure arch theory |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
