Damage Identification Based on Power Spectral Density Sensitivity Analysis of Structural Responses

被引:2
作者
Chen, W. H. [1 ,2 ]
Ding, C. Y. [1 ]
He, B. Q. [1 ]
Lu, Z. R. [2 ]
Liu, J. K. [2 ]
机构
[1] Guangzhou Jishi Construct Grp Co Ltd, Guangzhou 510115, Guangdong, Peoples R China
[2] Sun Yat Sen Univ, Dept Appl Mech, Guangzhou 510006, Peoples R China
来源
ADVANCED CONSTRUCTION TECHNOLOGIES | 2014年 / 919-921卷
基金
中国博士后科学基金; 中国国家自然科学基金;
关键词
Damage identification; random vibration; pseudo excitation method; power spectral density; sensitivity analysis;
D O I
10.4028/www.scientific.net/AMR.919-921.45
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A new method is proposed to identify structural damages based on the power spectral density sensitivity analysis. The responses of the structure under stationary and random excitations are obtained using pseudo excitation method, and then the sensitivities of power spectral density with respect to the structural damage parameters are obtained similarly. Finite element model updating method is adopted to identify the structural damages. A numerical example of a shearing structure demonstrates the satisfactory results obtained from the present method.
引用
收藏
页码:45 / +
页数:2
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