摘要
概述了模态分析的基本理论,分别进行不同损伤程度下的单处损伤和多处损伤的模态试验,得到各工况下拱的固有频率与振型,采用曲率模态差对拱进行损伤识别。
Provided an overview of the basic theory of modal analysis, and took the modal test of different degree of injury of single damage and multiple damages, to obtain the natural frequencies and vibration mode of arch type, using modal curvature modal difference for damage identification.
出处
《建筑监督检测与造价》
2013年第4期15-17,共3页
Supervision Test and Cost of Construction
关键词
拱结构
损伤识别
模态分析
振型
arch structure, damage detection, mode analysis