Chapter
Apr 22, 2019
Structures Congress 2019

Monitoring Populations of Bridges in Smart Cities Using Smartphones

Publication: Structures Congress 2019: Bridges, Nonbuilding and Special Structures, and Nonstructural Components

ABSTRACT

Continuous bridge sensing and monitoring is an important component of smart infrastructure. Traditional bridge monitoring techniques require sensors to be installed on bridges, which is costly and time consuming. Also, a certain set of sensors have to be used to monitor a single bridge at a time. In order to resolve these issues, a novel bridge damage detection method focusing on monitoring a population of bridges simultaneously utilizing crowdsourcing data collected from smartphones on passing-by vehicles is developed. In this method, Mel-frequency cepstral coefficients (MFCCs) are first extracted on the acceleration data collected from smartphones in all the vehicles within a certain period. Principal component analysis (PCA) is used to transform the features so that they are linearly uncorrelated. The damage is then identified by comparing the distributions of these transformed features. The results from lab experiments show that the approach not only identifies the existence of the damage, but also provides useful information about severity.

Get full access to this article

View all available purchase options and get full access to this chapter.

REFERENCES

Abdeljaber, O., Avci, O., Kiranyaz, S., Gabbouj, M., and Inman, D. J. (2017). “Real-time vibration-based structural damage detection using one-dimensional convolutional neural networks.” Journal of Sound and Vibration, 388, 154-170.
Balsamo, L., Betti, R., and Beigi, H. (2014). “A structural health monitoring strategy using cepstral features.” Journal of Sound and Vibration, 333(19), 4526-4542.
Bao, Y., Shi, Z., Wang, X., and Li, H. (2017). “Compressive sensing of wireless sensors based on group sparse optimization for structural health monitoring.” Structural Health Monitoring, 1475921717721457.
Cerda, F., Chen, S., Bielak, J., Garrett, J. H., Rizzo, P., and Kovacevic, J. (2014). “Indirect structural health monitoring of a simplified laboratory-scale bridge model.” Smart Structures and Systems, 13(5), 849-868.
Garcia, D., Palazzetti, R., Trendafilova, I., Fiorini, C., and Zucchelli, A. (2015). “Vibration-based delamination diagnosis and modelling for composite laminate plates.” Composite Structures, 130, 155-162.
Gul, M., and Catbas, F. N. (2011). “Damage Assessment with Ambient Vibration Data Using a Novel Time Series Analysis Methodology.” Journal of Structural Engineering, 137(12), 1518-1526.
Hattori, H., He, X., Catbas, F. N., Furuta, H., and Kawatani, M. (2012). “A bridge damage detection approach using vehicle-bridge interaction analysis and Neural Network technique.” Bridge Maintenance, Safety, Management, Resilience and Sustainability, CRC Press, 376-383.
Hester, D., and González, A. (2017). “A discussion on the merits and limitations of using drive-by monitoring to detect localised damage in a bridge.” Mechanical Systems and Signal Processing, 90(Supplement C), 234-253.
Jolliffe, I. T. (1986). “Principal Component Analysis and Factor Analysis.” Principal component analysis, Springer, 115-128.
Keenahan, J., OBrien, E. J., McGetrick, P. J., and Gonzalez, A. (2014). “The use of a dynamic truck–trailer drive-by system to monitor bridge damping.” Structural Health Monitoring, 13(2), 143-157.
Kim, C.-W., Chang, K.-C., McGetrick, P. J., Inoue, S., and Hasegawa, S. (2017). “Utilizing moving vehicles as sensors for bridge condition screening—a laboratory verification.” Sensors and Materials, 29(2), 153-163.
Kim, J., and Lynch, J. P. (2012). “Experimental analysis of vehicle–bridge interaction using a wireless monitoring system and a two-stage system identification technique.” Mechanical Systems and Signal Processing, 28, 3-19.
Li, Z. (2014). “Damage identification of bridges from signals measured with a moving vehicle.” The University of Hong Kong (Pokfulam, Hong Kong).
Loh, C.-H., Hsueh, W., Tu, Y.-C., Lin, J.-H., and Kuo, T.-J. (2018). “Vibration-based damage assessment of structures using signal decomposition and two-dimensional visualization techniques.” Structural Health Monitoring, 1475921718765915.
Magalhães, F., Cunha, A., and Caetano, E. (2012). “Vibration based structural health monitoring of an arch bridge: from automated OMA to damage detection.” Mechanical Systems and Signal Processing, 28, 212-228.
Malekjafarian, A., McGetrick, P. J., and OBrien, E. J. (2015). “A review of indirect bridge monitoring using passing vehicles.” Shock and Vibration, 2015.
Matarazzo, T. J., and Pakzad, S. N. (2016). “Structural identification for mobile sensing with missing observations.” Journal of Engineering Mechanics, 142(5), 04016021.
Mei, Q., and Gül, M. (2014). “Novel Sensor Clustering–Based Approach for Simultaneous Detection of Stiffness and Mass Changes Using Output-Only Data.” Journal of Structural Engineering, 141(10), 04014237.
Mei, Q., Gül, M., and Boay, M. (2019). “Indirect health monitoring of bridges using Mel-frequency cepstral coefficients and principal component analysis.” Mechanical Systems and Signal Processing, 119, 523-546.
O'shaughnessy, D. (1987). Speech communication: human and machine, Universities press.
OBrien, E. J., Malekjafarian, A., and González, A. (2017). “Application of empirical mode decomposition to drive-by bridge damage detection.” European Journal of Mechanics-A/Solids, 61, 151-163.
Soh, C., Tseng, K. K., Bhalla, S., and Gupta, A. (2000). “Performance of smart piezoceramic patches in health monitoring of a RC bridge.” Smart materials and Structures, 9(4), 533.
Spencer, B. F., Jo, H., Mechitov, K. A., Li, J., Sim, S.-H., Kim, R. E., Cho, S., Linderman, L. E., Moinzadeh, P., and Giles, R. K. (2016). “Recent advances in wireless smart sensors for multi-scale monitoring and control of civil infrastructure.” Journal of Civil Structural Health Monitoring, 6(1), 17-41.
Yan, A.-M., Kerschen, G., De Boe, P., and Golinval, J.-C. (2005). “Structural damage diagnosis under varying environmental conditions—part I: a linear analysis.” Mechanical Systems and Signal Processing, 19(4), 847-864.
Yang, Y. B., Lin, C. W., and Yau, J. D. (2004). “Extracting bridge frequencies from the dynamic response of a passing vehicle.” Journal of Sound and Vibration, 272(3–5), 471-493.
Zhang, G., Harichandran, R. S., and Ramuhalli, P. (2011). “Application of noise cancelling and damage detection algorithms in NDE of concrete bridge decks using impact signals.” Journal of Nondestructive Evaluation, 30(4), 259-272.
Zhang, Y., Lie, S. T., and Xiang, Z. (2013). “Damage detection method based on operating deflection shape curvature extracted from dynamic response of a passing vehicle.” Mechanical Systems and Signal Processing, 35(1–2), 238-254.

Information & Authors

Information

Published In

Go to Structures Congress 2019
Structures Congress 2019: Bridges, Nonbuilding and Special Structures, and Nonstructural Components
Pages: 27 - 37
Editor: James Gregory Soules, McDermott International
ISBN (Online): 978-0-7844-8223-0

History

Published online: Apr 22, 2019
Published in print: Apr 22, 2019

Permissions

Request permissions for this article.

Authors

Affiliations

Qipei Mei, S.M.ASCE [email protected]
Dept. of Civil and Environmental Engineering, Univ. of Alberta Edmonton, AB T6G 2W2, Canada. E-mail: [email protected]
Mustafa Gül, Ph.D., A.M.ASCE [email protected]
Dept. of Civil and Environmental Engineering, Univ. of Alberta Edmonton, AB T6G 2W2, Canada. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$84.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Paper
$35.00
Add to cart
Buy E-book
$84.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share