| 双曲拱桥的检测与分析 |
| |
| 引用本文： | 冯仲仁,李金枝,舒惠芷,颜昌清.双曲拱桥的检测与分析[J].城市道桥与防洪,2004(2):26-28. |
| |
| 作者姓名： | 冯仲仁 李金枝 舒惠芷 颜昌清 |
| |
| 作者单位： | 武汉理工大学土木工程与建筑学院,湖北,武汉,430070;中交第二公路勘察设计研究院,湖北,武汉,430052 |
| |
| 摘 要： | 工程实践中常常采用静载试验的方法评定既有结构的承载能力及工作状态。本文应用ANSYS软件中的梁单元建立了基于实测资料的双曲拱桥的受力模型 ,并对加载进行分析 ,证明了用ANSYS计算分析比较可行 ,也反证了静载试验结果的可靠性
|
| 关 键 词： | 双曲拱桥 检测 有限元 |
| 文章编号： | 1009-7716(2004)02-0026-03 |
| 修稿时间： | 2003年9月19日 |
Examination and Analysis of Double Curved Arch Bridge |
| |
| Feng ZhongRen,Li JingZhi.Examination and Analysis of Double Curved Arch Bridge[J].Urban Roads Bridges & Flood Control,2004(2):26-28. |
| |
| Authors: | Feng ZhongRen Li JingZhi |
| |
| Abstract: | In the engineering practice the method of static load test is usually used to evaluate the capacity and working status of the existing structure. The paper applies the beam unit in ANSYS software to establish the forced model of double curved arch bridge based on the actual measurement data. It also analyzes the loading to prove that the calculation and analysis by ANSYS is more feasible. At the same time, it disproves the reliability of static loading test result. |
| |
| Keywords: | double curved arch bridge examination finite element |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
