Dynamic Imaging: Real-Time Detection of Local Structural Damage with Blind Separation of Low-Rank Background and Sparse Innovation

AbstractReal-time close-up imaging (filming or video surveillance) of structures is used to automate detection of local component-level damage by exploiting the spatiotemporal data structure of the multiple temporal frames of structures. Specifically, the multiple frames are decomposed into a superposition of a low-rank background component and a sparse innovation (dynamic) component by a technique called principal component pursuit (PCP, or robust principal component analysis). The low-rank component represents the irrelevant, temporally correlated background of the multiple frames, whereas the sparse innovation component indicates the salient, evolutionary damage-induced information. The sparse innovation component is then quantitatively measured for continuous alert and indication of the damage evolution. It is a data-driven and unsupervised (blind) approach that requires no parametric model or prior structural information for calibration. In addition, PCP has an overwhelming probability of success und...

[1]  Jun-Wei Hsieh,et al.  Automatic traffic surveillance system for vehicle tracking and classification , 2006, IEEE Transactions on Intelligent Transportation Systems.

[2]  Takeo Kanade,et al.  Introduction to the Special Section on Video Surveillance , 2000, IEEE Trans. Pattern Anal. Mach. Intell..

[3]  Yongchao Yang,et al.  Harnessing data structure for health monitoring and assessment of civil structures: sparse representation and low-rank structure , 2014 .

[4]  Gaurav S. Sukhatme,et al.  A survey and evaluation of promising approaches for automatic image-based defect detection of bridge structures , 2009 .

[5]  John Wright,et al.  RASL: Robust alignment by sparse and low-rank decomposition for linearly correlated images , 2010, 2010 IEEE Computer Society Conference on Computer Vision and Pattern Recognition.

[6]  Satish Nagarajaiah,et al.  Blind denoising of structural vibration responses with outliers via principal component pursuit , 2013, Structural Control and Health Monitoring.

[7]  R Zaurin,et al.  Integration of computer imaging and sensor data for structural health monitoring of bridges , 2009 .

[8]  Peter J. Shull,et al.  Nondestructive Evaluation: Theory, Techniques, and Applications , 2002 .

[9]  Ioannis Anagnostopoulos,et al.  License Plate Recognition From Still Images and Video Sequences: A Survey , 2008, IEEE Transactions on Intelligent Transportation Systems.

[10]  G. Sapiro,et al.  A collaborative framework for 3D alignment and classification of heterogeneous subvolumes in cryo-electron tomography. , 2013, Journal of structural biology.

[11]  Daniel K Sodickson,et al.  Low‐rank plus sparse matrix decomposition for accelerated dynamic MRI with separation of background and dynamic components , 2015, Magnetic resonance in medicine.

[12]  Tara C. Hutchinson,et al.  Improved image analysis for evaluating concrete damage , 2006 .

[13]  Liang-Chien Chen,et al.  Measuring System for Cracks in Concrete Using Multitemporal Images , 2006 .

[14]  Gaurav S. Sukhatme,et al.  Multi-image stitching and scene reconstruction for evaluating defect evolution in structures , 2011 .

[15]  Ikhlas Abdel-Qader,et al.  ANALYSIS OF EDGE-DETECTION TECHNIQUES FOR CRACK IDENTIFICATION IN BRIDGES , 2003 .

[16]  Yi Ma,et al.  Robust principal component analysis? , 2009, JACM.