Damage detection utilizing the damage index method to a benchmark structure

Journal of Engineering Mechanics

Volumn 130, Issue 2, 2004, Pages 142-151

  Barroso, Luciana R ^a   Rodriguez, Ramses ^a  

^a TEXAS A AND M UNIVERSITY   (United States)

Author keywords

Bench marks; Damage assessment; Earthquakes; Structural reliability

Indexed keywords

BENCHMARKING; EIGENVALUES AND EIGENFUNCTIONS; FREQUENCY DOMAIN ANALYSIS; STIFFNESS;

DAMAGE DETECTION; STRUCTURAL IDENTIFICATION;

STRUCTURAL ANALYSIS;

EARTHQUAKE DAMAGE; EARTHQUAKE ENGINEERING; MODEL TEST; SEISMIC RESPONSE; STRUCTURAL RESPONSE;

EID: 1342287548     PISSN: 07339399     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9399(2004)130:2(142)     Document Type: Article

References (26)

1. Alampalli, S., Fu, G., and Dillon, E. (1997). "Signal versus noise in damage detection by experimental modal analysis." J. Struct. Eng., 123(2), 237-245.
2. Biswas, M., Pandey, A. K., and Sammam, M. M. (1990). "Diagnostic experimental spectral/modal analysis of a highway bridge." Int. J. Anal. Exp. Modal Anal., 5(1), 33-42.
3. Black, C. J., and Ventura, C. E. (1998). "Blind test on damage detection of a steel frame structure." Proc., 16th Int. Modal Analysis Conf.
4. Brinker, R., Zhang, L., and Andersen, P. (2000). "Modal identification from ambient responses using frequency domain decomposition." Proc., 18th Int. Modal Analysis Conf., 625-630.
5. Chang, K. C., Shen, Z., and Lee, G. C. (1993). "Modal analysis technique for bridge damage detection." Structural engineering in natural hazards mitigation, ASCE, Reston, Va., 1083-1088.
6. Chang, T. Y. P., Chang, C. C., and Xu, Y. G. (1999). "Updating structural parameters: An adaptive neural network approach." Proc., 2nd Int. Workshop on Structural Health Monitoring, F.-K. Chang, ed., Stanford University Press, Stanford, Calif., 379-389.
7. Dyke, S. J. (2001). "Structural Health Monitoring Committee." (Nov. 23, 2002).
8. Elkordy, M. F., Chang, K. C., and Lee, G. C. (1994). "Application of neural networks in vibrational signature analysis." J. Eng. Mech., 120(2), 250-265.
9. Farrar, C. R., and Jauregui, D. A. (1998). "Comparative study of damage identification algorithms applied to a bridge: 1. Experiment." Smart Mater. Struct., 7, 704-719.
10. Hearn, G., and Testa, R. B. (1991). "Modal analysis for damage detection in structures." J. Struct. Eng., 11(10), 3042-3063.
11. Hou, Z., and Noori, M. (1999). "Application of wavelet analysis for structural health monitoring." Proc., 2nd Int. Workshop on Structural Health Monitoring, F.-K. Chang, ed., Stanford University Press, Stanford, Calif., 946-955.
12. Johnson, E. A., Lam, H. F., Katafygiotis, L. S., and Beck, J. L. (2000). "A benchmark problem for structural health monitoring and damage detection." Proc., 14th ASCE Engineering Mechanics Conf. (EM2000) (CD-Rom), Reston, Va., paper EAJOHN.PDF.
13. Loh, C.-H., and Huang, C.-C. (1999). "Damage identification of multi-story steel frames using neural networks." Proc., 2nd Int. Workshop on Structural Health Monitoring, F.-K. Chang, ed., Stanford University, Stanford, Calif. 390-399.
14. Mazurek, D. F., and DeWolf, J. T. (1990). "Experimental study of bridge monitoring technique." J. Struct. Eng., 116(9), 2532-2549.
15. Nemat-Nasser, S. (2001). "Session: Benchmark problems in SHM." Proc., ASME-ASCE Joint Mechanics and Materials Conf., Reston, Va.
16. Pandey, A. K., and Biswas, M. (1991). "Damage detection in structures using changes in flexibility." J. Sound Vib., 169(1), 3-17.
17. Stubbs, N., and Kim, J.-T. (1996). "Damage localization in structures without baseline modal parameters." AIAA J., 34(8), 1644-1649.
18. Stubbs, N., Kim, J.-T., and Tapole, K. (1992). "An efficient and robust algorithm for damage localization in offshore platforms." ASCE 10th Structures Congress, Reston, Va.
19. Stubbs, N., and Osegueda, R. (1990). "Global non-destructive damage evaluation in solids." Int. J. Anal. Exp. Modal Anal., 5(2), 67-79.
20. Tassoulas, J. L. (2000). "Session: Structural health monitoring benchmark problem." Proc., Engineering Mechanics Conf. (EM2000), ASCE, Reston, Va.
21. Vincent, H. T., Hu, S.-L. J., and Hou, Z. (1999). "Damage detection using empirical mode decomposition method and wavelet analysis." Proc., 2nd Int. Workshop on Structural Health Monitoring, F.-K. Chang, ed., Stanford University Press, Stanford, Calif., 891-900.
22. Wolf, T., and Richardson, M. (1989). "Fault detection in structures from changes in their modal properties." Proc., 7th Int. Modal Analysis Conf., 87-94.
23. Zhang, Z., and Aktan, H. M. (1995). "The damage indices for constructed facilities." Proc., Int. Modal Analysis Conf.
24. Zhao, J., and DeWolf, J. T. (1999). "Sensitivity study for vibrational parameters used in damage detection." J. Struct. Eng., 125(4), 410-416.
25. Zhao, J., Ivan, J. N., and DeWolf, J. T. (1998). "Structural damage detection using artificial neural networks." J. Infrastruct. Syst., 4(3), 93-101.
26. Zimmerman, D. C., and Kauk, M. (1994). "Structural damage detection using a minimum rank update theory." J. Sound Vib., 116(2 , 221-231.