| T梁桥的变截面双柱式50m高墩分析计算 |
| |
| 引用本文： | 高建宇,敬大德. T梁桥的变截面双柱式50m高墩分析计算[J]. 城市道桥与防洪, 2011, 0(8): 156-157,14 |
| |
| 作者姓名： | 高建宇 敬大德 |
| |
| 作者单位： | 中国市政工程西南设计研究总院,四川成都,610081 |
| |
| 摘 要： | 对实际工程项目中的变截面双柱式桥墩进行分析,用MIDAS/Civil 2010建模计算,最后得出验算结果,为变截面双柱式桥墩的计算分析提供了参考。
|
| 关 键 词： | T梁桥 MIDAS/Civil 2010 变截面双柱式桥墩 稳定性分析 |
Analysis and Calculation of Non-uniform Double-column 50-m High Pier for T-beam Bridge |
| |
| Gao Jianyu,Jing Dade. Analysis and Calculation of Non-uniform Double-column 50-m High Pier for T-beam Bridge[J]. Urban Roads Bridges & Flood Control, 2011, 0(8): 156-157,14 |
| |
| Authors: | Gao Jianyu Jing Dade |
| |
| Affiliation: | Gao Jianyu,Jing Dade |
| |
| Abstract: | The article analyzes the non-uniform double-column pier in the engineering cases,calculates it by MIDAS/Civil 2010 model,and finally gives the calculating result so as to provide the reference for the calculation and analysis of the non-uniform double-column pier. |
| |
| Keywords: | T-beam bridge MIDAS/Civil 2010 non-uniform double-column pier stability analysis |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
