Global damage identification of the 'steelquake' structure using modal data

Mechanical Systems and Signal Processing

Volumn 17, Issue 1, 2003, Pages 111-117

  Fritzen, C P ^a   Bohle, K ^a  

^a UNIVERSITY OF SIEGEN   (Germany)

Author keywords

[No Author keywords available]

Indexed keywords

ACCIDENT PREVENTION; COMPUTATIONAL METHODS; CRACKS; INVERSE PROBLEMS; STEEL CONSTRUCTION;

STRUCTURAL SAFETY;

STRUCTURAL ANALYSIS;

EID: 0037262560     PISSN: 08883270     EISSN: None     Source Type: Journal    
DOI: 10.1006/mssp.2002.1546     Document Type: Article

References (17)

1. J. MOLINA, R. PASCUAL and J.-C. GOLINVAL Mechanical Systems and Signal Processing 17, 77-82. Description of the steelquake benchmark.
2. C.-P. FRITZEN and K. BOHLE 1999 Proceedings of the Identification in Engineering Systems IES'99, Cromwell Press Ltd. Swansea, UK, 492-505. Model-based health monitoring of structures-application to the 140-Highway-Bridge.
3. C.-P. FRITZEN and K. BOHLE 1999 In Structural Health Monitoring 2000, 901-911. Technomic Publishing, Standford, CA. CHANG F.-K. (ed). Parameter selection strategies in model-based damage detection.
4. C.-P. FRITZEN, K. BOHLE and A. STEPPING 2000 In Proceeding of the European COST F3 Conference on System Identification & Structural Health Monitoring, Spain, 191-200. J. A. GÜEMES (ed). Damage detection in structures with multiple cracks using computational models
5. M. LINK 1997 Matfem User's Guide. University of Kassel.
6. C.-P. FRITZEN and K. BOHLE 2001 Smart Materials and Structures. 10, 452-458. Application of model-based damage identification to a seismically loaded structure.
7. H. P. GYSIN 1990 Proceedings of the 8th IMAC, Kissimmee, FL, 195-204. Comparison of expansion methods for fe modelling error localization.
8. M. LINK 1991 Structural Dynamics, vol. 1, pp. 305-313. A. A. Balkema, Rotterdam Bookfield. KRÄTZIG et al. W.B. (eds). Localization of errors in computational models using dynamic test data.
9. H. G. NATKE and C. CEMPEL 1997 Model-Aided Diagnosis of Mechanical Systems. Berlin: Springer Verlag.
10. R. L. Fox and M. P. KAPOOR 1968 AIAA Journal 6, 2426-2429. Rates of change of eigenvalues and eigenvectors.
11. R. B. NELSON 1976 AIAA Journal 14, 1201-1205. Simplified calculation of eigenvector derivatives.
12. C.-P. FRITZEN and K. BOHLE 2001 In Structural Health Monitoring-Demands and Challenges, 849-859. Boca Ration. FL: CRC Press, F.-K. CHANG (ed).
13. M. I. FRISWELL and J. E. MOTTERSHEAD 1995 Finite Element Model Updating in Structural Dynamics. Dordrecht: Kluwer Academic Publishers, 1995.
14. C.-P. FRITZEN and K. BOHLE 2001 In Proceedings of the International Conference on Structural System Identification, vol. 2, pp. 363-373. Kassel: University of Kassel. M. LINK (ed).
15. Y. BEN HAIM 1992 Mechanical Systems and Signal Processing, 6, 85-96. Adaptive diagnosis of faults in elastic structures by static displacement measurement: the method of selective sensitivity.
16. P. LADEVEZ and M. REYNIER 1989 Proceeding of the 12th ASME Conferernce on Mechanical Vibration and Noise, Montreal, Canada, 355-361. A localization method of stiffness errors for the adjustment of FE models.
17. R. PASCUAL JIMINEZ 1999 Ph.D. thesis, Universite de Liege, Belgium. Model based structural damage assessment using vibration measurements.