基于振动特性的损伤识别方法的研究进展  

Advances of Vibration-based Damage Identification Methods

作　　者：刘济科[1] 汤凯[1] 

机构地区：[1]中山大学应用力学与工程系,广东广州510275

出　　处：《中山大学学报（自然科学版）》2004年第6期57-61,共5页Acta Scientiarum Naturalium Universitatis Sunyatseni

基　　金：国家自然科学基金资助项目(10102023);高等学校优秀青年教师教学科研奖励计划资助项目(2001);广东省自然科学基金资助项目(031588;001180);广东省科技计划资助项目(2002C32405)

摘　　要：对基于振动特性的损伤识别方法做了比较详细的综述。介绍了基于振动特性的损伤识别技术的基本问题及其在土木工程中应用的历史发展与现状,并对有关方法进行了总结和评述。最后指出了基于振动特性的损伤识别方法还需要进一步解决的问题。Detection, location and qualification of damage in engineering structures are very important topics of research, due to increasing demands for quality and reliability. The research effort to use changes in vibrational modal parameters (frequencies and modes) to identify structural damages in civil engineering has increased during recent two decades. Vibration_based damage identification methods are summarized in the present paper. Some basic problems of vibration_based damage identification technology and the past, current applications of the technology to civil engineering are discussed. Comments on some current methods in the literature are made. Critical issues for future research in the area are also presented.

关 键 词：振动特性 损伤识别 工程结构 

分 类 号：TU317[建筑科学—结构工程] O32[理学—一般力学与力学基础]