System identification method by using inverse solution of equations of motion in frequency domain

被引:9
作者
Ghafory-Ashtiany, Mohsen [1 ]
Ghasemi, M. [1 ]
机构
[1] IIEES, Tehran, Iran
关键词
Frequency domain; inverse problem; optimization; structural health monitoring; system identification; PARAMETER-ESTIMATION ALGORITHM; TIME-DOMAIN; LINEAR STRUCTURES; DAMAGE DETECTION; MODEL; STIFFNESS; BEAM;
D O I
10.1177/1077546312448079
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
In this paper a direct system identification method is presented for identification of general linear system physical parameters (structural mass, damping and stiffness matrices) using direct inverse solution of the equations of motion in the frequency domain. When the input and output (responses) measured data are noise free, the proposed method can identify physical parameters exactly. When the input and outputs are mixed with measurement noise, an optimization process has been added to the method in order to improve the accuracy of the identified physical parameters of the system. The validity and efficiency of the proposed method is tested on a multistory-non-proportional-damping-structure subjected to sweep harmonic forces at the first story. It is shown that the proposed method can estimate the system parameters with a high level of accuracy. In the case of Gaussian white noise root mean square (RMS) is equal to 3% of the RMS of the structure response, stiffness matrix will be identified with around 2% error. Therefore identified matrices could be used for the damage detection process. The sensitivity of the proposed method to the noise level and damping of structure has also been investigated.
引用
收藏
页码:1633 / 1645
页数:13
相关论文
共 37 条
[1]   On the use of the Gauss filter in modal parameter estimation [J].
Agneni, A .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2000, 14 (02) :193-204
[2]  
Allemang R. J., 2004, P INT SEM MOD AN ISM
[3]   Structural system identification: from reality to models [J].
Alvin, KF ;
Robertson, AN ;
Reich, GW ;
Park, KC .
COMPUTERS & STRUCTURES, 2003, 81 (12) :1149-1176
[4]   Identification of changes in the stiffness and damping matrices of linear structures through ambient vibrations [J].
Amani, Marta C. ;
Riera, Jorge D. ;
Curadelli, Raul O. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2007, 14 (08) :1155-1169
[5]  
[Anonymous], 2002, P 3 WORLD C STRUCT C
[6]   TIME-DOMAIN PARAMETER-ESTIMATION ALGORITHM FOR STRUCTURES .2. NUMERICAL-SIMULATION STUDIES [J].
BANAN, MR ;
BANAN, MR ;
HJELMSTAD, KD .
JOURNAL OF ENGINEERING MECHANICS-ASCE, 1995, 121 (03) :435-447
[7]  
Crema LB, 1998, P ISMA 23 LEUV 16 18, P43
[8]  
Doebling S.W., 1996, ALAMOS NATL LAB REPO, DOI [10.2172/249299, DOI 10.2172/249299]
[9]   New modal identification method under the non-stationary Gaussian ambient excitation [J].
Du, Xiu-li ;
Wang, Feng-quan .
APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2009, 30 (10) :1295-1304
[10]   Structural model updating using frequency response function and quasi-linear sensitivity equation [J].
Esfandiari, A. ;
Bakhtiari-Nejad, F. ;
Rahai, A. ;
Sanayei, M. .
JOURNAL OF SOUND AND VIBRATION, 2009, 326 (3-5) :557-573