Adaptive modal identification of structures with equivariant adaptive separation via independence approach

被引:10
作者
Amini, Fereidoun [1 ]
Ghasemi, Vida [1 ]
机构
[1] Univ Sci & Technol, Sch Civil Engn, Tehran, Iran
关键词
Adaptive blind source separation; Equivariant adaptive separation via independence algorithm; Modal identification; Output-only system identification; BLIND SOURCE SEPARATION; COMPONENT ANALYSIS; PARAMETER-IDENTIFICATION;
D O I
10.1016/j.jsv.2017.09.033
中图分类号
O42 [声学];
学科分类号
070206 ; 082403 ;
摘要
An efficient output-only Blind Source Separation (BSS) method was recently introduced for the modal identification of structures. BSS procedures recover a set of independent sources from their unknown linear mixtures when only mixtures are observed. Batch data is required for the separation in traditional blind source separation methods. These algorithms are however unfavorable, as some sets of data are observed one after another. In this paper, an adaptive blind source separation technique - equivariant adaptive separation via independence (EASI) - is introduced to overcome the mentioned disadvantage within the structures. The EASI algorithm is beneficial as it can provide solutions to real time problems, while also update the un-mixing matrix for each step. EASI not only avoids increases in size of the relevant matrices and vectors, but also decreases the analysis time. A synthetic example and a benchmark structure have been used in this paper to better investigate the efficiency of the proposed method. The simulation results demonstrate the effectiveness of the EASI algorithm in on-line identification of modal parameters of structures. (C) 2017 Published by Elsevier Ltd.
引用
收藏
页码:66 / 78
页数:13
相关论文
共 30 条
[1]   Underdetermined blind modal identification of structures by earthquake and ambient vibration measurements via sparse component analysis [J].
Amini, Fereidoun ;
Hedayati, Yousef .
JOURNAL OF SOUND AND VIBRATION, 2016, 366 :117-132
[2]   Blind separation of vibration components: Principles and demonstrations [J].
Antoni, J .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2005, 19 (06) :1166-1180
[3]   A study and extension of second-order blind source separation to operational modal analysis [J].
Antoni, J. ;
Chauhan, S. .
JOURNAL OF SOUND AND VIBRATION, 2013, 332 (04) :1079-1106
[4]   A blind source separation technique using second-order statistics [J].
Belouchrani, A ;
AbedMeraim, K ;
Cardoso, JF ;
Moulines, E .
IEEE TRANSACTIONS ON SIGNAL PROCESSING, 1997, 45 (02) :434-444
[5]   Blind Source Separation Based Dynamic Parameter Identification of a Multi-Story Moment-Resisting Frame Building under Seismic Ground Motions [J].
Budipriyanto, Agung .
2ND INTERNATIONAL CONFERENCE ON REHABILITATION AND MAINTENANCE IN CIVIL ENGINEERING (ICRMCE), 2013, 54 :299-307
[6]   Equivariant adaptive source separation [J].
Cardoso, JF ;
Laheld, BH .
IEEE TRANSACTIONS ON SIGNAL PROCESSING, 1996, 44 (12) :3017-3030
[7]   INDEPENDENT COMPONENT ANALYSIS, A NEW CONCEPT [J].
COMON, P .
SIGNAL PROCESSING, 1994, 36 (03) :287-314
[8]  
Comon P., 1989, Workshop on Higher-Order Spectral Analysis (Cat. No.89TH0267-5), P174, DOI 10.1109/HOSA.1989.735291
[9]  
GAETA M, 1990, SIGNAL PROCESSING V : THEORIES AND APPLICATIONS, VOLS 1-3, P621
[10]   Blind modal identification of structures from spatially sparse seismic response signals [J].
Ghahari, S. F. ;
Abazarsa, F. ;
Ghannad, M. A. ;
Celebi, M. ;
Taciroglu, E. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2014, 21 (05) :649-674