Sparse and low-rank methods in structural system identification and monitoring

被引:1
作者
Nagarajaiah, Satish [1 ,2 ]
机构
[1] Rice Univ, Dept Civil & Environm Engn, Houston, TX 77005 USA
[2] Rice Univ, Dept Mech Engn, Houston, TX 77005 USA
来源
X INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS (EURODYN 2017) | 2017年 / 199卷
关键词
ONLY MODAL IDENTIFICATION; FULL-FIELD; OUTPUT; DAMAGE;
D O I
10.1016/j.proeng.2017.09.153
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
This paper presents sparse and low-rank methods for explicit modeling and harnessing the data structure to address the inverse problems in structural dynamics, identification, and data-driven health monitoring. In particular, it is shown that the structural dynamic features and damage information, intrinsic within the structural vibration response measurement data, possesses sparse and low-rank structure, which can be effectively modeled and processed by emerging mathematical tools such as sparse representation (and low-rank matrix decomposition. It is also discussed that explicitly modeling and harnessing the sparse and low-rank data structure could benefit future work in developing data-driven approaches towards rapid, unsupervised, and effective system identification, damage detection, as well as massive SHM data sensing and management. (C) 2017 The Authors. Published by Elsevier Ltd.
引用
收藏
页码:62 / 69
页数:8
相关论文
共 12 条
[1]  
[Anonymous], 2015, INTRO OPERATIONAL MO, DOI DOI 10.1002/9781118535141
[2]  
Farrar Charles R, 2012, Structural health monitoring: a machine learning perspective
[3]   Output only modal identification and structural damage detection using time frequency & wavelet techniques [J].
Nagarajaiah, S. ;
Basu, B. .
EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION, 2009, 8 (04) :583-605
[4]   Modeling and harnessing sparse and low-rank data structure: a new paradigm for structural dynamics, identification, damage detection, and health monitoring [J].
Nagarajaiah, Satish ;
Yang, Yongchao .
STRUCTURAL CONTROL & HEALTH MONITORING, 2017, 24 (01)
[5]   Incorporated Strength Capacity Technique for Limit Load Evaluation of Trusses and Framed Structures under Constant Loading [J].
Yang, Lufeng ;
Yu, Bo ;
Ju, J. Woody .
JOURNAL OF STRUCTURAL ENGINEERING, 2015, 141 (11)
[6]   Full-field, high-spatial-resolution detection of local structural damage from low-resolution random strain field measurements [J].
Yang, Yongchao ;
Sun, Peng ;
Nagarajaiah, Satish ;
Bachilo, Sergei M. ;
Weisman, R. Bruce .
JOURNAL OF SOUND AND VIBRATION, 2017, 399 :75-85
[7]   Blind identification of full-field vibration modes of output-only structures from uniformly-sampled, possibly temporally-aliased (sub-Nyquist), video measurements [J].
Yang, Yongchao ;
Dorn, Charles ;
Mancini, Tyler ;
Talken, Zachary ;
Nagarajaiah, Satish ;
Kenyon, Garrett ;
Farrar, Charles ;
Mascarenas, David .
JOURNAL OF SOUND AND VIBRATION, 2017, 390 :232-256
[8]   Output-only modal identification by compressed sensing: Non-uniform low-rate random sampling [J].
Yang, Yongchao ;
Nagarajaiah, Satish .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2015, 56-57 :15-34
[9]   Blind denoising of structural vibration responses with outliers via principal component pursuit [J].
Yang, Yongchao ;
Nagarajaiah, Satish .
STRUCTURAL CONTROL & HEALTH MONITORING, 2014, 21 (06) :962-978
[10]   Structural damage identification via a combination of blind feature extraction and sparse representation classification [J].
Yang, Yongchao ;
Nagarajaiah, Satish .
MECHANICAL SYSTEMS AND SIGNAL PROCESSING, 2014, 45 (01) :1-23