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Modal Technology for Damage Detection of Bridges

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Bridge Evaluation, Repair and Rehabilitation

Part of the book series: NATO ASI Series ((NSSE,volume 187))

Abstract

Technologies of analytical and experimental modal analysis have been investigated for their application in damage detection of bridges. In the context of experiments performed on a typical highway bridge in North Carolina, various signals and signal-processed data that can be used for interrogation are presented. By introducing simulated failures in a highway bridge in Pennsylvania and in a number of laboratory bridge models and analytical models, experimental results are examined for their ability to detect faults.

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References

  • Adams, R. D., Cawley, P., Pye, C.J. and Stone, B.J. (1978) “A Vibration Technique for Non-destructively Assessing the Integrity of Structures,” J. Mechanical Engineering Science, 20(2), IMechE., 93–100.

    Article  Google Scholar 

  • Allemang, R.J. and Brown, D.L. (1987) “Experimental Modal Analysis,” Handbook of Experimental Mechanics, Kobayashi, A.S. (ed.), SEM, Prentice Hall.

    Google Scholar 

  • Biswas, M., Pandey, K. and Samman, M.M. (1990) “Diagnostic Experimental Spectral/Modal Analysis of a Highway Bridge,” The Ind. J. of Analytical and Experimental Modal Analysis, 5(1), Society of Experimental Mechanics, 33–42.

    Google Scholar 

  • Collacott, R.A. (1985) “Structural Vibrations,” Structural Integrity Monitoring, Chapman and Hall, Ch. 7, 234–285.

    Google Scholar 

  • Elliott, D.F. (ed) (1987) Handbook of Digital Signal Processing, Engineering Applications, Academic Press.

    Google Scholar 

  • Ewins. D.J. (1984) Modal Testing: Theory and Practice, John Wiley & Sons.

    Google Scholar 

  • Fisher, J.W. and Wood, J.D. (1988) “Experience with Bridge and Building Structures and Opportunities for NDE,” in Proc. Intl. Workshop on Nondestructive Evaluation for Performance of Civil Struct., Agbabian, M.S. and Masri, S.F., (eds.), Dept. of Civil Engrg., Univ. of S. California, 101–1

    Google Scholar 

  • Freeman, H. (1974) “Computer Processing of Line-drawing Data,” Computing Surveys, 6(1), 57–96.

    Article  MATH  Google Scholar 

  • Jackson, L.B. (1986) Digital Filters and Singal Processing, Fluwer Academic Publishers.

    Google Scholar 

  • Lieven, N.A.J., and Ewins, D.J. (1988) “Spatial Correlation of Mode shapes, the Coordinate Modal Assurance Criterion (COMAC), in Proc. 6th International Modal Analysis Conference, SEM 690-695.

    Google Scholar 

  • Pavlidis, T. (1977) Structural Pattern Recognition, Springer-Verlag, 161–164.

    Google Scholar 

  • Saghri, J.A. and Freeman, H. (1981) Analysis of the Precision of Generalized Chain Codes for the Representation of Planer Curves, Transactions of Pattern Analysis and Machine Intelligence, v. PAMI-3, No. 5, 533–539.

    Article  Google Scholar 

  • Sterns, S.D. and David, R.A. (1988) Singal Processing Algorithms, Prentice Hall.

    Google Scholar 

  • Stephens, J.E. and Yao, J.T.P. (1987) Damage Assessment Using Response Measurements,” J. Structural Engineering, ASCE, 113(4), April, 787–801.

    Article  Google Scholar 

  • Wolff, T. and Richardson, M.H. (1989) “Fault Detection in Structures Form Changes in Their Modal Parameter,” in Proc. 7th International Modal Analysis Conference,. SEM, 87–94.

    Google Scholar 

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© 1990 Kluwer Academic Publishers

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Biswas, M., Pandey, A.K., Samman, M.M. (1990). Modal Technology for Damage Detection of Bridges. In: Nowak, A.S. (eds) Bridge Evaluation, Repair and Rehabilitation. NATO ASI Series, vol 187. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-2153-5_12

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  • DOI: https://doi.org/10.1007/978-94-009-2153-5_12

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-7469-8

  • Online ISBN: 978-94-009-2153-5

  • eBook Packages: Springer Book Archive

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