| 某斜拉桥合理成桥状态模拟分析 |
| |
| 引用本文： | 黄庆祥.某斜拉桥合理成桥状态模拟分析[J].山西交通科技,2013(5):57-58,61. |
| |
| 作者姓名： | 黄庆祥 |
| |
| 作者单位： | 山西省交通科学研究院,山西太原030006 |
| |
| 摘 要： | 探讨了斜拉桥成桥状态分析所涉及到的一些概念及分析思路,采用大型通用有限元程序Midas/Civil,利用零位移法对某斜拉桥进行合理成桥状态分析,得到了成桥状态的线形、弯矩及斜拉索的索力。
|
| 关 键 词： | 斜拉桥 合理成桥 状态 Midas/Civil |
The Simulation Analysis of the Reasonable State for A Cable-stayed Bridge |
| |
| HUANG Qing-xiang.The Simulation Analysis of the Reasonable State for A Cable-stayed Bridge[J].Shanxi Science & Technology of Communications,2013(5):57-58,61. |
| |
| Authors: | HUANG Qing-xiang |
| |
| Institution: | HUANG Qing-xiang (Shanxi Transportation Research Institute,Taiyuan,Shanxi 030006, China) |
| |
| Abstract: | The paper discussed some concepts and analysis methods of bridge state involved in cable-stayed bridge, analyzed the bridge state of a reasonable cable-stayed using the large finite element software Midas/Civil with zero displacement method. The paper obtained the linear,bending moment and the cable force of the bridge. |
| |
| Keywords: | cable-stayed bridge reasonable bridge state Midas/Civil |
| 本文献已被 维普 等数据库收录！ |
|
