A method for bridge damage identification based on the sensitivity matrix theory was mainly studied.
重点研究了一种基于灵敏度矩阵对桥梁进行损伤识别的方法。
It has put forward the feasibility of program of the whole bridge damage identification of hinge joints.
根据瞬态分析得到的结论提出了全桥铰缝损伤的识别方案。
Secondly, there is an introduction of some practical algorithms of time-domain damage identification methods have been done, regarding bridge damage identification as the research target.
其次，以桥梁损伤识别为研究目标，引入了时域法的几个实用算法。
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