摘要
基于多损伤置信判据(MDLAC)的建筑工程结构健康损伤监测识别方法,在损伤力学的基础上通过建立建筑工程结构损伤识别方程,将工程结构损伤演化问题转化为数学线性方程进行求解,实现了对工程结构的损伤进行准确定位,判断和量化出了工程结构的损伤程度。
Based on MDLAC health damage detection and identification method of construction engineering structure,through the establishment of damage identification equation of construction engineering structure based on damage mechanics,made the engineering structure damage evolution problems into mathematical linear equations to solve,realized the accurate positioning to engineering structure damage,determined and quantified the damage degree of engineering structure.
出处
《山西建筑》
2014年第26期47-49,共3页
Shanxi Architecture
关键词
动力特性
损伤识别
模态参数
振型灵敏度
dynamic characteristic damage identification modal parameter modal sensitivity
