| 某桥梁结构损伤分析与力学性能改善技术研究 |
| |
| 引用本文： | 王叔宝.某桥梁结构损伤分析与力学性能改善技术研究[J].交通标准化,2010(11):148-151. |
| |
| 作者姓名： | 王叔宝 |
| |
| 作者单位： | 石家庄市公路管理处,河北,石家庄,050081 |
| |
| 摘 要： | 结合桌桥梁运行现状，对其进行动、静力学分析，并查明病害原因，从而提出改善结构力学性能的措施。实践表明，桥梁病害原因分析正确，结构力学性能改进措施合理，对工程分析具有一定的指导意义。
|
| 关 键 词： | 桥梁 损伤 力学性能 |
One Bridge Structural Damage Analysis and Mechanical Performance Improvement Technique |
| |
| WANG Shu-bao.One Bridge Structural Damage Analysis and Mechanical Performance Improvement Technique[J].Communications Standardization,2010(11):148-151. |
| |
| Authors: | WANG Shu-bao |
| |
| Institution: | WANG Shu-bao (Shijiazhuang City Highway Management Department, Shijiazhuang 050081, China) |
| |
| Abstract: | Combining with one bridge operation situation, its dynamic and static stress are analyzed and bridge damage reasons are identified. Then measures of improving structural mechanical performance are put forward. Practice shows that damage reasons analysis and mechanical performance measures are correct. It is significant to engineering analysis. |
| |
| Keywords: | bridge damage mechanical performance |
| 本文献已被 维普 万方数据 等数据库收录！ |
