A heuristic approach to output-only system identification under transient excitation

被引:11
作者
Garrido, Hernan [1 ,2 ]
Curadelli, Oscar [1 ,2 ,3 ]
Ambrosini, Daniel [1 ,2 ]
机构
[1] Natl Univ Cuyo, Fac Engn, Mendoza, Argentina
[2] Consejo Nacl Invest Cient & Tecn, Natl Res Council, RA-1033 Buenos Aires, DF, Argentina
[3] Ctr Univ, Fac Ingn, Parque Gral San Martin, RA-5500 Mendoza, Argentina
关键词
Structural health monitoring; Stochastic system identification; Output-only system identification; Free vibration; Heuristic search bridge; BRIDGES;
D O I
10.1016/j.eswa.2016.10.007
中图分类号
TP18 [人工智能理论];
学科分类号
081104 ; 0812 ; 0835 ; 1405 ;
摘要
Output-only system identification is a very attractive technique for its implementation simplicity. However, it requires long records to validate the white-noise assumption of the excitation, mainly under transient forced vibration. Alternatively, free-vibration record segments can be selected before the identification process. This improves the accuracy, even using less data, but it requires human intervention or input recording. In the present paper, an approach is proposed for accurate system identification from short output-only records of vibration induced by transient excitation, without human intervention. The approach is based on a novel heuristic search algorithm to find free-vibration record segments, which is fully automatic and it handles the possibility of free-vibration absence. Tests with real-life data from Structural Health Monitoring (SHM) of a bridge showed that the free-vibration finding improves the accuracy of the modal parameter estimates up to ten times, as compared to using record segments starting at the response peak. The proposed approach drastically reduces the need to transmit large amounts of data, which impacts on hardware requirements of SHM implementations. (C) 2016 Elsevier Ltd. All rights reserved.
引用
收藏
页码:11 / 20
页数:10
相关论文
共 34 条
[31]   A Novel Nonlinear Output-Only Damage Detection Method Based on the Prediction Error of PCA Euclidean Distances Under Environmental and Operational Variations [J].
Huang, Jiezhong ;
Yuan, Sijie ;
Li, Dongsheng ;
Jiang, Tao .
STRUCTURAL CONTROL & HEALTH MONITORING, 2025, 2025 (01)
[32]   Monitoring of a bridge experiencing scour using frequency domain decomposition mixed with DBSCAN algorithm: unsupervised modal analysis of output-only system [J].
Belmokhtar, Mohamed ;
Schmidt, Franziska ;
Chevalier, Christophe ;
Ture Savadkoohi, Alireza .
ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2025, 25 (04)
[33]   Damage Identification in Large-Scale Bridge Girders Using Output-Only Modal Flexibility-Based Deflections and Span-Similar Virtual Beam Models [J].
Le, N. T. ;
Nguyen, A. ;
Chan, T. H. T. ;
Thambiratnam, D. P. .
STRUCTURAL CONTROL & HEALTH MONITORING, 2024, 2024
[34]   Assessment of Frequency versus Time Domain enhanced technique for response-only modal dynamic identification under seismic excitation [J].
Pioldi, Fabio ;
Rizzi, Egidio .
BULLETIN OF EARTHQUAKE ENGINEERING, 2018, 16 (03) :1547-1570