Abstract

In bridge health monitoring (BHM), a prominent goal is to rapidly deliver assessment metrics for these essential and aging urban lifelines when subjected to natural hazard. A vibration-based machine learning (ML) BHM paradigm has been established over the past three decades to allow near-real-time automated health state classification, with a particular focus on the tasks of feature engineering and ML damage identification. This paper presents the human–machine collaboration (H-MC) framework to address challenges of this paradigm, especially in the context of reinforced concrete highway BHM. These challenges include specification of strong motion events, data multidimensionality, and ML model interpretability. The H-MC framework for BHM employs the techniques of multivariate novelty detection and probability of exceedance envelope models with ordinal filter-based feature selection to maximize the use of available data from both recorded and simulated events while maintaining the statistical and physical significance of the results. The framework is demonstrated using a numerical example and two case studies. The findings show the effectiveness of the proposed method for efficient damage assessment to facilitate rapid decision-making.

Get full access to this article

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

Acknowledgments

This research was mainly supported by the Department of Conservation, California Geological Survey, Strong Motion Instrumentation Program agreement 1019-016. Additional financial supports from US NSF’s Graduate Research Fellowship Program, Taisei Chair of Civil Engineering, UC-Berkeley, and Caltrans’ PEER-Bridge Project TO 001 “Bridge Rapid Assessment Center for Extreme Events (BRACE2)” of the agreement number 65A0774 are acknowledged.

References

Abdul-Aziz, A., M. R. Woike, N. C. Oza, B. L. Matthews, and J. D. Lekki. 2012. “Rotor health monitoring combining spin tests and data-driven anomaly detection methods.” Struct. Health Monit. 11 (1): 3–12. https://doi.org/10.1177/1475921710395811.
Ancheta, T. D., et al. 2014. “Nga-west2 database.” Earthquake Spectra 30 (3): 989–1005. https://doi.org/10.1193/070913EQS197M.
ASCE. 2021. “Report card for California’s infrastructure.” ASCE 2021 Report Card. Accessed March 14, 2021. https://infrastructurereportcard.org/cat-item/bridges/.
Baccianella, S., A. Esuli, and F. Sebastiani. 2014. “Feature selection for ordinal text classification.” Neural Comput. 26 (3): 557–591. https://doi.org/10.1162/NECO_a_00558.
Boardman, B. T., A. V. Sanchez, G. Martin, Z. Zafir, E. Rinne, and J. Tognoli. 2006. “Seismic response of the hwy 46/cholame creek bridge during the 2004 parkfield earthquake.” In Proc., SMIP06 Seminar on Utilization of Strong-Motion Data, 101–116. Sacramento, CA: California Strong Motion Instrumentation Program.
Caltrans. 2019. “Seismic design criteria, v 2.” Sacramento, CA: California Dept. of Transportation.
Campbell, K., and Y. Bozorgnia. 2012. “Use of cumulative absolute velocity (CAV) in damage assessment.” In Proc., 15th World Conf. in Earthquake Engineering, 1–10. Lisbon, Portugal: Portuguese Society of Seismic Engineering (SPES).
Campbell, K. W., and Y. Bozorgnia. 2008. “Nga ground motion model for the geometric mean horizontal component of pga, pgv, pgd and 5% damped linear elastic response spectra for periods ranging from 0.01 to 10 s.” Earthquake Spectra 24 (1): 139–171. https://doi.org/10.1193/1.2857546.
CESMD. 2023a. “Information for strong-motion station.” El Centro Hwy8 Meloland Overpass. Accessed August 3, 2023. https://www.strongmotioncenter.org/cgi-bin/CESMD/stationhtml.pl?staID=CE01336&network=CGS.
CESMD. 2023b. “Information for strong-motion station.” Parkfield - Hwy 46 Cholame Creek Bridge. Accessed August 3, 2023. https://www.strongmotioncenter.org/cgi-bin/CESMD/stationhtml.pl?staID=CE36668&network=CGS.
Fan, W., and P. Qiao. 2011. “Vibration-based damage identification methods: A review and comparative study.” Struct. Health Monit. 10 (1): 83–111. https://doi.org/10.1177/1475921710365419.
Farrar, C. R., and K. Worden. 2012. Structural health monitoring: A machine learning perspective. Hoboken, NJ: John Wiley & Sons.
Figueiredo, E., G. Park, C. R. Farrar, K. Worden, and J. Figueiras. 2011. “Machine learning algorithms for damage detection under operational and environmental variability.” Struct. Health Monit. 10 (6): 559–572. https://doi.org/10.1177/1475921710388971.
Gu, Q., Z. Li, and J. Han. 2012. “Generalized fisher score for feature selection.” Preprint, Accessed August 3, 2023. http://arxiv.org/abs/1202.3725.
Jayaram, N., T. Lin, and J. W. Baker. 2011. “A computationally efficient ground-motion selection algorithm for matching a target response spectrum mean and variance.” Earthquake Spectra 27 (3): 797–815. https://doi.org/10.1193/1.3608002.
Kaviani, P., F. Zareian, and E. Taciroglu. 2012. “Seismic behavior of reinforced concrete bridges with skew-angled seat-type abutments.” Eng. Struct. 45: 137–150. https://doi.org/10.1016/j.engstruct.2012.06.013.
Lallemant, D., A. Kiremidjian, and H. Burton. 2015. “Statistical procedures for developing earthquake damage fragility curves.” Earthquake Eng. Struct. Dyn. 44 (9): 1373–1389. https://doi.org/10.1002/eqe.v44.9.
Lam, H.-F., K.-V. Yuen, and J. L. Beck. 2006. “Structural health monitoring via measured ritz vectors utilizing artificial neural networks.” Comput.-Aided Civ. Infrastruct. Eng. 21 (4): 232–241. https://doi.org/10.1111/mice.2006.21.issue-4.
Liang, X., and K. M. Mosalam. 2020. “Ground motion selection and modification evaluation for highway bridges subjected to bi-directional horizontal excitation.” Soil Dyn. Earthquake Eng. 130: 105994. https://doi.org/10.1016/j.soildyn.2019.105994.
Liang, X., K. M. Mosalam, and S. Günay. 2016. “Direct integration algorithms for efficient nonlinear seismic response of reinforced concrete highway bridges.” J. Bridge Eng. 21 (7): 04016041. https://doi.org/10.1061/(ASCE)BE.1943-5592.0000895.
Mahalanobis, P. C. 1936. “On the generalized distance in statistics.” In Proc., National Institute of Science of India, 49–55. New Delhi, India: Indian National Science Academy.
Malekloo, A., E. Ozer, M. AlHamaydeh, and M. Girolami. 2022. “Machine learning and structural health monitoring overview with emerging technology and high-dimensional data source highlights.” Struct. Health Monit. 21 (4): 1906–1955. https://doi.org/10.1177/14759217211036880.
Mander, J. B., M. J. Priestley, and R. Park. 1988. “Theoretical stress-strain model for confined concrete.” J. Struct. Eng. 114 (8): 1804–1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).
McKenna, F. 2010. OpenSees user’s manual. Berkeley, CA: Univ. of California. Accessed August 3, 2023. http://opensees.berkeley.edu.
Muin, S., and K. M. Mosalam. 2017. “Cumulative absolute velocity as a local damage indicator of instrumented structures.” Earthquake Spectra 33 (2): 641–664. https://doi.org/10.1193/090416EQS142M.
Muin, S., and K. M. Mosalam. 2018. “Localized damage detection of csmip instrumented buildings using cumulative absolute velocity: A machine learning approach.” In Proc., SMIP18 Seminar on Utilization of Strong-Motion Data, 99–115. Sacramento, CA: California Strong Motion Instrumentation Program.
Muin, S., and K. M. Mosalam. 2021. “Human-machine collaboration framework for structural health monitoring and resiliency.” Eng. Struct. 235: 112084. https://doi.org/10.1016/j.engstruct.2021.112084.
Noh, H. Y., D. Lallemant, and A. S. Kiremidjian. 2015. “Development of empirical and analytical fragility functions using kernel smoothing methods.” Earthquake Eng. Struct. Dyn. 44 (8): 1163–1180. https://doi.org/10.1002/eqe.v44.8.
Noh, H. Y., D. G. Lignos, K. K. Nair, and A. S. Kiremidjian. 2012. “Development of fragility functions as a damage classification/prediction method for steel moment-resisting frames using a wavelet-based damage sensitive feature.” Earthquake Eng. Struct. Dyn. 41 (4): 681–696. https://doi.org/10.1002/eqe.v41.4.
Özdemir, H. 1976. “Nonlinear transient dynamic analysis of yielding structures.” Ph.D. thesis, Dept. of Civil and Environmental Engineering, Univ. of California.
PEER (Pacific Earthquake Engineering Research). 2020. “NGA West2 database.” Pacific Earthquake Engineering Research Center. Accessed February 3, 2020. https://ngawest2.berkeley.edu/.
Pérez-Ortiz, M., M. Torres-Jiménez, P. A. Gutiérrez, J. Sánchez-Monedero, and C. Hervás-Martínez. 2016. “Fisher score-based feature selection for ordinal classification: A social survey on subjective well-being.” In Proc., Int. Conf. on Hybrid Artificial Intelligence Systems, 597–608. Berlin: Springer.
Sajedi, S. O., and X. Liang. 2020. “Vibration-based semantic damage segmentation for large-scale structural health monitoring.” Comput.-Aided Civ. Infrastruct. Eng. 35 (6): 579–596. https://doi.org/10.1111/mice.v35.6.
Samuel, A. L. 1959. “Some studies in machine learning using the game of checkers.” IBM J. Res. Dev. 3: 211–229. https://doi.org/10.1147/rd.33.0210.
Shamsabadi, A., T. Ostrom, and E. Taciroglu. 2013. “Three dimensional global nonlinear time history analyses of instrumented bridges to validate current bridge seismic design procedures.” In Proc., SMIP13 Seminar on Utilization of Strong-Motion Data, 67–84. Sacramento, CA: California Strong Motion Instrumentation Program.
Sohn, H., C. R. Farrar, F. M. Hemez, D. D. Shunk, D. W. Stinemates, B. R. Nadler, and J. J. Czarnecki. 2003. A review of structural health monitoring literature: 1996–2001. Rep. No. LA-13976-MS. Los Alamos, NM: Los Alamos National Laboratory.
Van der Maaten, L., and G. Hinton. 2008. “Visualizing data using t-SNE.” J. Mach. Learn. Res. 9 (11): 2579–2605.
Zengin, E., and N. A. Abrahamson. 2020. “A vector-valued intensity measure for near-fault ground motions.” Earthquake Eng. Struct. Dyn. 49 (7): 716–734. https://doi.org/10.1002/eqe.v49.7.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 29Issue 7July 2024

History

Received: Aug 3, 2023
Accepted: Jan 16, 2024
Published online: Apr 16, 2024
Published in print: Jul 1, 2024
Discussion open until: Sep 16, 2024

Permissions

Request permissions for this article.

Authors

Affiliations

Sifat Muin, Ph.D., M.ASCE [email protected]
Research Assistant Professor, Sonny Astani Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-1036. Email: [email protected]
Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710. ORCID: https://orcid.org/0009-0008-1247-1180. Email: [email protected]
Khalid M. Mosalam, Ph.D., P.E., F.ASCE https://orcid.org/0000-0003-2988-2361 [email protected]
Taisei Professor of Civil Engineering & Director of the Pacific Earthquake Engineering Research (PEER) Center, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720-1710 (corresponding author). ORCID: https://orcid.org/0000-0003-2988-2361. 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.

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