摘要
为准确地评估结构健康状况,提出了一种基于结构振动特性的两阶段损伤诊断方法。由归一化的损伤指标确定可能出现损伤的单元位置,采用二阶特征灵敏度分析法确定可能损伤单元的损伤程度。考虑3种对称损伤模式和1种非对称损伤模式,对由国际结构控制协会与美国土木工程学会(IA SC-A SCE)提出的健康监测B enchm ark模型结构第二阶段有斜撑的情况进行模拟分析。结果表明:该方法能够有效地识别出结构损伤单元的位置与严重程度。
A two-stage damage diagnosis method was developed to evaluate the structural health of various types of buildings. A normalized damage index was used in the first stage to locate possibly damaged elements. The damage extent was estimated in the second stage using the second-order eigen-sensitivity approximation method. Four known damage cases (3 symmetric and 1 asymmetric) for braced structures were analyzed for the analytical benchmark problems proposed by the International Association for Structural Control and the American Society of Civil Engineers (IASC-ASCE) Task Group on Structural Health Monitoring. The results indicate that this method effectively identifies the location and severity of the damage in all the benchmark problems.
出处
《清华大学学报(自然科学版)》
EI
CAS
CSCD
北大核心
2005年第12期1592-1595,共4页
Journal of Tsinghua University(Science and Technology)
基金
北京市自然科学基金重点资助项目(8041002)
国家自然科学基金重大国际(地区)合作研究项目(50420120133)
中国博士后科学基金项目(2005037362)