节点文献
大跨度悬索桥损伤识别方法研究
Research on identification methods for large-span suspension bridge damages
【摘要】 针对基于静力和动力的损伤识别方法在实际应用中受到的各方面制约,提出了一种大跨度悬索桥结构损伤识别的静动力实用方法,介绍了该方法的特点,并以阳逻长江大桥为工程背景进行损伤识别模拟与分析,得出了相关结论。
【Abstract】 Aiming at all kinds of limitation in the application based on the damage identification methods of static stress and drive,the paper points out the static stress applied methods of the large-span suspension bridge structure’s damage identification,introduces the characteristics of the method,and concludes relative results by taking the damage identification simulation and analyse of Yangluo Yangtze Bridge as an example.
【关键词】 大跨度悬索桥;
损伤识别;
挠度曲率;
振型;
【Key words】 large-span suspension bridge; damage identification; deflection curvature; vibration mode;
【Key words】 large-span suspension bridge; damage identification; deflection curvature; vibration mode;
- 【文献出处】 山西建筑 ,Shanxi Architecture , 编辑部邮箱 ,2010年14期
- 【分类号】U448.25
- 【被引频次】3
- 【下载频次】77