Technical Notes
Mar 29, 2022

Vision and Support Vector Machine–Based Train Classification Using Weigh-in-Motion Data

Publication: Journal of Bridge Engineering
Volume 27, Issue 6

Abstract

Trains with a different number of carriages can induce stress responses with varying amplitudes in the long-span steel bridges, which consequently cause different levels of fatigue damage. To better evaluate the fatigue life of bridges, it is important to obtain the volume and types of different trains running on bridges. To overcome errors in identifying the different trains caused by electronic noise and, to more efficiently utilize machine learning techniques, the original train weigh-in-motion (WIM) time series are encoded into images. Subsequently, a support vector machine (SVM) based approach is proposed to classify trains with a different number of carriages. The method is divided into three steps: data conversion for image preprocessing, feature extraction for machine learning, and train category classification with SVM. In the image preprocessing step, the time history of the WIM train passing data is saved into image format. In the feature extraction step, the Histogram of Oriented Gradients (HOG) is obtained in row vectors for each image as input for machine learning. In the train carriage classification step, SVM is adopted as the machine learning model to predict different train types. To verify the proposed approach, train WIM data from the structural health monitoring (SHM) system of a suspension bridge are employed, and an accuracy of 97.5% is achieved in the classification of trains when considering noisy datasets. Compared with other state-of-the-art machine learning algorithms, i.e., AdaBoost, K-Nearest Neighbor (KNN), and Linear Classification (LC) Model, the SVM leads to the highest prediction accuracy and shortest computation time.

Get full access to this article

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

Acknowledgments

This work was financially supported by Project POCI-01-0145-FEDER-007457, CONSTRUCT, Institute of R&D In Structures and Construction funded by FEDER funds through COMPETE2020, Programa Operacional Competitividade e Internacionalização (POCI) and by national funds through FCT, Fundação para a Ciência e a Tecnologia, and by the Project SAFESUSPENSE, Safety Control and Management of Long-Span Suspension Bridges (reference POCI-01-0145-FEDER-031054), funded by COMPETE 2020, POR Lisboa and FCT. The authors thank LNEC for providing the monitoring data.

References

Anaissi, A., N. L. D. Khoa, S. Mustapha, M. M. Alamdari, A. Braytee, Y. Wang, and F. Chen. 2017. “Adaptive one-class support vector machine for damage detection in structural health monitoring.” In Vol. 10234 of Advances in Knowledge Discovery and Data Mining. PAKDD 2017. Lecture Notes in Computer Science, edited by J. Kim, K. Shim, L. Cao, J. G. Lee, X. Lin, and Y. S. Moon, 42–57. Cham, Switzerland: Springer.
Caetano, E., S. Silva, and J. Bateira. 2011. “A vision system for vibration monitoring of civil engineering structures.” Exp. Tech. 35: 74–82. https://doi.org/10.1111/j.1747-1567.2010.00653.x.
Dalal, N., and B. Triggs. 2005. “Histograms of oriented gradients for human detection.” In Vol. 1 of IEEE Computer Society Conf. on Computer Vision and Pattern Recognition (CVPR’05), 886–893. Piscataway, NJ: IEEE.
Deng, L., L. Nie, W. Zhong, and W. Wang. 2021. “Developing fatigue vehicle models for bridge fatigue assessment under different traffic conditions.” J. Bridge Eng. 26 (2): 04020122. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001675.
Deng, Y., M. Zhang, D. M. Feng, and A. Q. Li. 2020. “Predicting fatigue damage of highway suspension bridge hangers using weigh-in-motion data and machine learning.” Struct. Infrastruct. Eng. 17 (2): 1–16.
Feng, D. C., W. J. Wang, S. Mangalathu, G. Hu, and T. Wu. 2021. “Implementing ensemble learning methods to predict the shear strength of RC deep beams with/without web reinforcements.” Eng. Struct. 235: 111979. https://doi.org/10.1016/j.engstruct.2021.111979.
Feng, D. M., and M. Q. Feng. 2018. “Computer vision for SHM of civil infrastructure: From dynamic response measurement to damage detection—A review.” Eng. Struct. 156: 105–117. https://doi.org/10.1016/j.engstruct.2017.11.018.
Fu, B., and D. C. Feng. 2021. “A machine learning-based time-dependent shear strength model for corroded reinforced concrete beams.” J. Build. Eng. 36: 102118. https://doi.org/10.1016/j.jobe.2020.102118.
Fujino, Y., B. Pacheco, S. Nakamura, and W. Pennung. 1993. “Synchronization of human walking observed during lateral vibration of a congested pedestrian bridge.” Earthquake Eng. Struct. Dyn. 22: 741–758. https://doi.org/10.1002/eqe.4290220902.
Gunnstein, T. F., and R. Anders. 2019. “Evolution of load conditions in the Norwegian railway network and imprecision of historic railway load data.” Struct. Infrastruct. Eng. 15 (2): 152–169. https://doi.org/10.1080/15732479.2018.1504087.
Hayward, A. C. G. 2011. “Train loads on bridges 1825 to 2010.” Int. J. Hist. Eng. Technol. 81 (2): 159–191. https://doi.org/10.1179/175812111X13033852943273.
Ho, H., and M. Nishio. 2020. “Evaluation of dynamic responses of bridges considering traffic flow and surface roughness.” Eng. Struct. 225: 111256. https://doi.org/10.1016/j.engstruct.2020.111256.
Hu, W. H., Á Cunha, E. Caetano, R. G. Rohrmann, S. Said, and J. Teng. 2017. “Comparison of different statistical approaches for removing environmental/operational effects for massive data continuously collected from footbridges.” Struct. Control Health Monit. 24 (8): e1955. https://doi.org/10.1002/stc.1955.
Kong, X., and J. Li. 2018. “Vision-based fatigue crack detection of steel structures using video feature tracking.” Comput.-Aided Civ. Infrastruct. Eng. 33: 783–799. https://doi.org/10.1111/mice.12353.
Laory, I., T. N. Trinh, I. F. Smith, and J. M. Brownjohn. 2014. “Methodologies for predicting natural frequency variation of a suspension bridge.” Eng. Struct. 80: 211–221. https://doi.org/10.1016/j.engstruct.2014.09.001.
Lu, N., M. Noori, and Y. Liu. 2017. “Fatigue reliability assessment of welded steel bridge decks under stochastic truck loads via machine learning.” J. Bridge Eng. 22 (1): 04016105. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000982.
Marques, F., C. Moutinho, W. H. Hu, Á Cunha, and E. Caetano. 2016. “Weigh-in-motion implementation in an old metallic railway bridge.” Eng. Struct. 123: 15–29. https://doi.org/10.1016/j.engstruct.2016.05.016.
Marques, F., C. Moutinho, F. Magalhães, E. Caetano, and Á Cunha. 2014. “Analysis of dynamic and fatigue effects in an old metallic riveted bridge.” J. Constr. Steel Res. 99: 85–101. https://doi.org/10.1016/j.jcsr.2014.04.010.
Mustapha, S., A. Braytee, and L. Ye. 2018. “Multisource data fusion for classification of surface cracks in steel pipes.” J. Nondestr. Eval. Diagn. Progn. Eng. Syst. 1 (2): 021007. https://doi.org/10.1115/1.4038862.
Mustapha, S., A. Kassir, K. Hassoun, B. A. A. Modad, H. Abi-Rached, and Z. Dawy. 2019. “Joint crowd management and structural health monitoring using fiber optic and wearable sensing.” IEEE Commun. Mag. 57 (4): 62–67. https://doi.org/10.1109/MCOM.2019.1800631.
Narazaki, Y., V. Hoskere, K. Yoshida, B. F. Spencer, and Y. Fujino. 2021. “Synthetic environments for vision-based structural condition assessment of Japanese high-speed railway viaducts.” Mech. Syst. Sig. Process. 160: 107850. https://doi.org/10.1016/j.ymssp.2021.107850.
Ni, Y. Q., X. G. Hua, K. Q. Fan, and J. M. Ko. 2005. “Correlating modal properties with temperature using long-term monitoring data and support vector machine technique.” Eng. Struct. 27: 1762–1773. https://doi.org/10.1016/j.engstruct.2005.02.020.
Nishikawa, T., J. Yoshida, T. Sugiyama, and Y. Fujino. 2012. “Concrete crack detection by multiple sequential image filtering.” Comput.-Aided Civ. Infrastruct. Eng. 27 (1): 29–47. https://doi.org/10.1111/j.1467-8667.2011.00716.x.
Qu, C. X., T. H. Yi, X. J. Yao, and H. N. Li. 2021. “Complex frequency identification using real modal shapes for a structure with proportional damping.” Comput.-Aided Civ. Infrastruct. 2021: 1–15.
Santos, J. P., C. Crémona, L. Calado, P. Silveira, and A. D. Orcesi. 2016. “On-line unsupervised detection of early damage.” Struct. Control Health Monit. 23 (7): 1047–1069. https://doi.org/10.1002/stc.1825.
Santos, J. P., C. Cremona, A. D. Orcesi, and P. Silveira. 2017. “Early damage detection based on pattern recognition and data fusion.” J. Struct. Eng. 143 (2): 04016162. https://doi.org/10.1061/(ASCE)ST.1943-541X.0001643.
Santos, J., C. Crémona, and P. Silveira. 2020. “Automatic operational modal analysis of complex civil infrastructures.” Struct. Eng. Int. 30 (3): 365–380. https://doi.org/10.1080/10168664.2020.1749012.
Siringoringo, D. M., S. Wangchuk, and Y. Fujino. 2021. “Noncontact operational modal analysis of light poles by vision-based motion-magnification method.” Eng. Struct. 244: 112728. https://doi.org/10.1016/j.engstruct.2021.112728.
Song, Y. S., Y. L. Ding, W. Zhong, and H. Zhao. 2018. “Reliable fatigue-life assessment of short steel hanger in a rigid tied arch bridge integrating multiple factors.” J. Perform. Constr. Facil 32 (4): 04018038. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001183.
Spencer, B. F., V. Hoskere, and Y. Narazaki. 2019. “Advances in computer vision-based civil infrastructure inspection and monitoring.” Engineering 5 (2): 199–222. https://doi.org/10.1016/j.eng.2018.11.030.
Sun, L., Z. Shang, Y. Xia, S. Bhowmick, and S. Nagarajaiah. 2020. “Review of bridge structural health monitoring aided by big data and artificial intelligence: From condition assessment to damage detection.” J. Struct. Eng. 146 (5): 04020073. https://doi.org/10.1061/(ASCE)ST.1943-541X.0002535.
Sun, Z., T. Nagayama, and Y. Fujino. 2016. “Minimizing noise effect in curvature-based damage detection.” J. Civ. Struct. Health Monit. 6 (2): 255–264. https://doi.org/10.1007/s13349-016-0163-x.
Sun, Z., S. Ning, and Y. Shen. 2017. “Failure investigation and replacement implementation of short suspenders in a suspension bridge.” J. Bridge Eng. 22 (8): 05017007. https://doi.org/10.1061/(ASCE)BE.1943-5592.0001089.
Sun, Z., and H. Sun. 2018. “Jiangyin bridge: An example of integrating structural health monitoring with bridge maintenance.” Struct. Eng. Int. 28 (3): 353–356. https://doi.org/10.1080/10168664.2018.1462671.
Sun, Z., and Z. L. Zou. 2016. “Towards an efficient method of predicting vehicle-induced response of bridge.” Eng. Comput. 33 (7): 2067–2089. https://doi.org/10.1108/EC-02-2015-0034.
Vapnik, V. 1999. The nature of statistical learning theory. New York: Springer.
Wang, F., S. Ning, and Z. Sun. 2020. “Experimental investigation on wear resistance of bushing in bridge suspenders.” J. Perform. Constr. Facil 34 (3): 06020001. https://doi.org/10.1061/(ASCE)CF.1943-5509.0001429.
Wang, H., Q. Zhu, J. Li, J. Mao, S. Hu, and X. Zhao. 2019. “Identification of moving train loads on railway bridge based on strain monitoring.” Smart Struct. Syst. 23 (3): 263–278.
Wu, L., Y. Su, Z. Chen, S. Chen, S. Cheng, and P. Lin. 2020. “Six-degree-of-freedom generalized displacements measurement based on binocular vision.” Struct. Control Health Monit. 27 (2): e2458.
Xu, Y., and J. M. W. Brownjohn. 2018. “Review of machine-vision based methodologies for displacement measurement in civil structures.” J. Civ. Struct. Health Monit. 8 (1): 91–110. https://doi.org/10.1007/s13349-017-0261-4.
Xu, Y., K. Imou, Y. Kaizu, and K. Saga. 2013. “Two-stage approach for detecting slightly overlapping strawberries using HOG descriptor.” Biosyst. Eng. 115 (2): 144–153. https://doi.org/10.1016/j.biosystemseng.2013.03.011.
Ye, X. W., T. Jin, and B. C. Yun. 2019. “A review on deep learning-based structural health monitoring of civil infrastructures.” Smart Struct. Syst. 24 (5): 567–585.
Zaurin, R., T. Khuc, and F. N. Catbas. 2016. “Hybrid sensor-camera monitoring for damage detection: Case study of a real bridge.” J. Bridge Eng. 21 (6): 05016002. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000811.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 27Issue 6June 2022

History

Received: Jul 7, 2021
Accepted: Feb 14, 2022
Published online: Mar 29, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 29, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Construct-ViBest, Faculty of Engineering (FEUP), Univ. of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal (corresponding author). ORCID: https://orcid.org/0000-0002-2053-4902. Email: [email protected]
João Santos [email protected]
Structures Dept., LNEC, National Laboratory for Civil Engineering, Lisbon 1700-075, Portugal. Email: [email protected]
Construct-ViBest, Faculty of Engineering (FEUP), Univ. of Porto, R. Dr. Roberto Frias, 4200-465 Porto, Portugal. ORCID: https://orcid.org/0000-0003-1188-5978. Email: [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.

Cited by

  • Estimating stay cable vibration under typhoon with an explainable ensemble learning model, Structure and Infrastructure Engineering, 10.1080/15732479.2023.2165121, (1-13), (2023).
  • Prediction and early warning of wind-induced girder and tower vibration in cable-stayed bridges with machine learning-based approach, Engineering Structures, 10.1016/j.engstruct.2022.115261, 275, (115261), (2023).
  • Cumulative displacement-based detection of damper malfunction in bridges using data-driven isolation forest algorithm, Engineering Failure Analysis, 10.1016/j.engfailanal.2022.106849, 143, (106849), (2023).
  • Displacement response estimation of a cable-stayed bridge subjected to various loading conditions with one-dimensional residual convolutional autoencoder method, Structural Health Monitoring, 10.1177/14759217221116637, (147592172211166), (2022).
  • A Method for Extracting Features of Modern Folk Opera Performance Art Based on Principal Component Analysis, Scientific Programming, 10.1155/2022/7780816, 2022, (1-11), (2022).
  • Artificial Intelligence and Structural Health Monitoring of Bridges: A Review of the State-of-the-Art, IEEE Access, 10.1109/ACCESS.2022.3199443, 10, (88058-88078), (2022).
  • Interpreting cumulative displacement in a suspension bridge with a physics-based characterisation of environment and roadway/railway loads, Journal of Civil Structural Health Monitoring, 10.1007/s13349-022-00647-4, (2022).
  • Adaptive Multi-category Train Scheduling Validation Based on Fatigue Reliability of a Long-Span Suspension Bridge, European Workshop on Structural Health Monitoring, 10.1007/978-3-031-07254-3_27, (270-279), (2022).

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 Article
$35.00
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 Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share