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A benchmark problem for structural health monitoring

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  • Structural Testing Series: Part 12
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A task group consisting of a dozen or so active members has defined a benchmark for structural health monitoring consisting of simulated-data cases and experimental cases. The models and data are available for the research community to download at the web site of the task group at wusceel.cive.wustl.edu/asce.shm/.

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References

  1. Chen, J.C., ed. (1996). Proceedings of the Second International Workshop on Structural Control: Next Generation of Intelligent Structures, December 18–21, Hong Kong University of Science and Technology.

  2. Ventura, C.E., Prion, H.G.L., Black, C., Rezai K., M. and Latendresse, V. (1997) “Modal Properties of a Steel Frame used for Seismic Evaluation Studies” Proceedings of the 15th International Modal Analysis Conference, Orlando, Florida, February 3–6, 1997.

  3. Black, C.J. and Ventura, C.E. (1998). “Blind Test on Damage Detection of a Steel Frame Structure.” Proceedings of the 16th International Modal Analysis Conference, pp. 623–629, Santa Barbara, California, February 2–5, 1998.

  4. Johnson, E., A., Lam, H.F., Katafygiotis, L.S. and Beck, J.L. (2000) “A Benchmark Problem for Structural Health Monitoring and Damage Detection,” 14th ASCE Engineering Mechanics Conference, Austin, Texas, May 21–24 2000.

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Beck, J., Bernal, D. A benchmark problem for structural health monitoring. Exp Tech 25, 49–52 (2001). https://doi.org/10.1111/j.1747-1567.2001.tb00026.x

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  • DOI: https://doi.org/10.1111/j.1747-1567.2001.tb00026.x

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