摘要
论述了在桥梁结构损伤识别和定位方法中,根据低频振动数据的技术发展现状及实践中遇到的困难,提出了进一步的可行方法.
The paper considers the state of the art and the practical difficulties using vibration-measured data in bridge structural damage identification and location methods.Some possible ways forward are presented.
出处
《吉林建筑工程学院学报》
CAS
2004年第1期27-31,共5页
Journal of Jilin Architectural and Civil Engineering
关键词
损伤识别
损伤定位
模态分析
振动
桥梁结构
damage identification
damage location
modal analysis
characteristic of dynamics
