TECHNICAL PAPERS
May 28, 2010

Mitigating Epistemic Uncertainty in Structural Identification: Case Study for a Long-Span Steel Arch Bridge

Publication: Journal of Structural Engineering
Volume 137, Issue 1

Abstract

Characterization of constructed civil-engineering systems through structural identification (St-Id) has gained increasing attention in recent years due to its potential to enable more effective infrastructure asset management and performance-based engineering. Although there have been recent advances that mitigate the challenges posed by aleatory (random) uncertainty, there are many remaining challenges associated with epistemic (bias) uncertainty that often have a more critical impact on the reliability of St-Id (especially with applications to constructed systems). The objective of this paper is to illustrate various sources of epistemic uncertainty and describe mitigation approaches by detailing the St-Id of a long-span steel arch bridge. This application includes a priori modeling, ambient vibration monitoring, data processing, feature extraction, and finite-element (FE) model correlation. Following a description of the St-Id, the impact of various modeling uncertainties on the calibrated FE model is evaluated by comparing different identification scenarios. Finally, a simple and rational approach to “truth testing” the identified model is developed and employed to determine its admissibility.

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Acknowledgments

The writers are grateful for the collaboration of their colleagues from Parsons Corporation, especially Dr. Serafim Arzoumanides and Maria Grazia Bruschi who managed the project.

References

Aktan, A. E., Catbas, N., Turer, A., and Zhang, Z. (1998). “Structural identification: Analytical aspects.” J. Struct. Eng., 124(7), 817–829.
Aktan, A. E., Ellingwood, B. R., and Kehoe, B. (2007). “Performance-based engineering of constructed systems.” J. Struct. Eng., 133(3), 311–323.
Ang, A. H. S., and De Leon, D. (2005). “Modeling and analysis of uncertainties for risk-informed decision in infrastructures engineering.” Struct. Infrastruct. Eng., 1(1), 19–31.
Beck, J. L., Guest Ed. (2004). “Special issue on the structural health monitoring benchmark problem.” J. Eng. Mech., 130(1), 1–127.
Catbas, F. N., and Aktan, A. E. (2002). “Condition and damage assessment: Issues and some promising indices.” J. Struct. Eng., 128(8), 1026–1036.
Catbas, F. N., Brown, D. L., and Aktan, A. E. (2004). “Parameter estimation for multiple-input multiple-output modal analysis of large structures.” J. Eng. Mech., 130(8), 921–930.
Catbas, F. N., Brown, D. L., and Aktan, A. E. (2006). “Use of modal flexibility for damage detection and condition assessment: Case studies and demonstrations on large structures.” J. Struct. Eng., 132(11), 1699–1712.
Catbas, F. N., Ciloglu, S. K., Hasancebi, O., Grimmelsman, K., and Aktan, A. E. (2007). “Limitations in structural identification of large constructed structures.” J. Struct. Eng., 133(8), 1051–1066.
Catbas, F. N., Lenett, M., Aktan, A. E., Brown, D. L., Helmicki, A. J., and Hunt, V. (1998). “Damage detection and condition assessment of Seymour Bridge.” Proc., 16th Int. Modal Analysis Conf., 1694–1702.
Chen, G., and Ewins, D. J. (2004). “FE model verification for structural dynamics with vector projection.” Mech. Syst. Signal Process., 18(4), 739–757.
Ciloglu, K., Pan, Q., Grimmelsman, K. A., Catbas, F. N., and Aktan, A. E. (2004). “Exploration of structural identification tools and barriers on a laboratory model.” Proc. SPIE, 5395, 100–110.
Ciloglu, S. K. (2006). “The impact of uncertainty in operational modal analysis for structural identification of constructed systems.” Ph.D. dissertation, Drexel Univ., Philadelphia.
Computers and Structures, Inc. (2007). “SAP2000 version 10.” ⟨www.csiberkeley.com⟩.
Farrar, C. R., Cornwell, P. J., Doebling, S. W., and Prime, M. B. (2000). “Structural health monitoring studies of the Alamosa Canyon and I-40 bridges.” Los Alamos National Laboratory Rep. No. LA-13635-MS.
Friswell, M. I., and Mottershead, J. E. (1995). Finite element model updating in structural dynamics, Kluwer Academic, Dordrecht, The Netherlands.
Grimmelsman, K. A. (2006). “Experimental characterization of towers in cable-supported bridges by ambient vibration testing.” Ph.D. thesis, Drexel Univ., Philadelphia.
Grimmelsman, K. A., Pan, Q., and Aktan, A. E. (2007). “Analysis of data quality for ambient vibration testing of the Henry Hudson Bridge.” J. Intell. Mater. Syst. Struct., 18, 765–775.
Hart, G. C., and Yao, J. T. P. (1977). “System identification in structural dynamics.” J. Engrg. Mech. Div., 103(6), 1089–1104.
Kijewski, T., and Kareem, A. (1999). “Analysis of full-scale data from a tall building in Boston: Damping estimates.” Proc., 10th Int. Conf. on Wind Engineering.
Leuridan, J. M., Brown, D. L., and Allemang, R. J. (1986). “Time domain parameter identification methods for linear modal analysis: A unifying approach.” ASME J. Vib., Acoust., Stress, Reliab. Des., 108(1), 1–8.
Liu, S. C., and Yao, J. T. P. (1978). “Structural identification concept.” J. Struct. Div., 104(12), 1845–1858.
Moon, F. L., and Aktan, A. E. (2006). “Impacts of epistemic (bias) uncertainty on structural identification of constructed (civil) systems.” Shock Vib. Dig., 38(5), 399–420.
Mottershead, J. E., and Friswell, M. I. (1993). “Model updating in structural dynamics: A survey.” J. Sound Vib., 167(2), 347–375.
Oberkampf, W. L., Helton, J. C., and Sentz, K. (2001). “Mathematical representation of uncertainty.” 42nd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Material Conf. and Exhibit.
Pan, Q. (2007). “System Identification of constructed civil engineering structures and uncertainty.” Ph.D. dissertation, Drexel Univ., Philadelphia.
Peeters, B., and Roeck, G. D. (2001). “One-year monitoring of the Z24-Bridge: Environmental effects versus damage events.” Earthquake Eng. Struct. Dyn., 30, 149–171.
Sanayei, M., Arya, B., Santini, E. M., and Wadia-Fascetti, S. (2001). “Significance of modeling error in structural parameter estimation.” Comput. Aided Civ. Infrastruct. Eng., 16(1), 12–27.
Worden, K., Molina, F. J., Pascual, R., Golinval, J. -C., Maeck, J., and De Roeck, G. (2003). “Cost action F3 on structural dynamics: Benchmarks for working group. 2—Structural health monitoring.” Mech. Syst. Signal Process., 17(1), 73–75.

Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 1January 2011
Pages: 1 - 13

History

Received: Sep 3, 2009
Accepted: May 22, 2010
Published online: May 28, 2010
Published in print: Jan 2011

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Authors

Affiliations

Civil Engineer, Bechtel Power Corporation, 5275 Westview Dr., Frederick, MD 21703. E-mail: [email protected]
Kirk Grimmelsman
Assistant Professor, Dept. of Civil Engineering, Univ. of Arkansas, Fayetteville, AR 72701.
Franklin Moon
Assistant Professor, Dept. of Civil, Architectural and Environmental Engineering, Drexel Univ., Philadelphia, PA 19104 (corresponding author).
Emin Aktan
John Roebling Professor and Director of the Drexel Intelligent Infrastructure Institute, Drexel Univ., Philadelphia, PA 19104.

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