| 抑制刚架拱桥动力损伤的加固效果分析 |
| |
| 引用本文： | 舒正超,何正勇,涂志鹏. 抑制刚架拱桥动力损伤的加固效果分析[J]. 水运科技信息, 2010, 0(6): 22-24 |
| |
| 作者姓名： | 舒正超 何正勇 涂志鹏 |
| |
| 作者单位： | [1]孝感市公路局,孝感432800 [2]武汉大学水利水电学院,武汉430072 [3]武汉理工大学交通学院,武汉430063 |
| |
| 摘 要： | 结合湖北应城二桥实例对刚架拱桥出现的实际病害进行了分析,采用抑制桥梁动力响应的加固设计方法,对桥梁加固前后的效果进行了测试,测试结果验证了该加固措施的有效性。
|
| 关 键 词： | 刚架拱桥 动力响应 加固设计 |
Reinforcement Effect Analysis of Restraining Dynamic Damage of Rigid-framed Arch Bridge |
| |
| Shu Zhengchao,He Zhengyong,Tu Zhipeng. Reinforcement Effect Analysis of Restraining Dynamic Damage of Rigid-framed Arch Bridge[J]. Transportation Science & Technology, 2010, 0(6): 22-24 |
| |
| Authors: | Shu Zhengchao He Zhengyong Tu Zhipeng |
| |
| Affiliation: | 1.Xiaogan Highway Bureau,Xiaogan 432800,China;2.School of Water Resources and Hydro-power,Wuhan University,Wuhan 430072,China;3.School of Traffic,Wuhan University of Technology,Wuhan 430063,China) |
| |
| Abstract: | Combining the Yingcheng second bridge,the paper analyzed the defect in the rigid-framed arch bridge,reinforced it by inhibiting the dynamic response,and tests the effect after the reinforcement.The result proved the effectiveness of the reinforcement measures. |
| |
| Keywords: | rigid-framed arch bridge dynamic response reinforcement design |
| 本文献已被 维普 等数据库收录！ |
|
