Identification of a dynamic system using ambient vibration measurements

Journal of Applied Mechanics, Transactions ASME

Volumn 65, Issue 4, 1998, Pages 1010-1021

  Feng, M Q ^a   Kim, J M ^b   Xue, H ^c  

^a University of California at Irvine   (United States)

^b Chonnam National University   (South Korea)

^c NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 0001107939     PISSN: 00218936     EISSN: 15289036     Source Type: Journal    
DOI: 10.1115/1.2791895     Document Type: Article

References (26)

1. Ansari, F., ed., 1993, Applications of Fiber Optic Sensors in Engineering Mechanics, ASCE, Reston, VA.
2. Bao, Z. W., and Ko, J. M., 1991, “Determination of modal parameters of tall buildings with ambient vibration measurements,” The International Journal of Analytical and Experimental Modal Analysis, Vol. 6, No. 1, pp. 57-68.
3. Cheng, W. R., 1992, “The analysis of dynamic characteristics of Nanjing TV Tower,” Technical Report of Southeast University, in Chinese.
4. Cole, H. J., 1973, “On-line failure detection and damping measurement of aerospace structures by random decrement signatures,” NASA Cr-2205.
5. Ding, Dajun, and Ren, Zuenhua, 1994, “Design testing and analysis of the Nanjing TV Tower,” Concrete International, Nov., pp. 42-44.
6. Ewins, D. J., 1984, Modal Testing: Theory and Practice, John Wiley and Sons, New York.
7. Feng, M. Q., 1996, “An experimental study on electro-optical displacement sensors,” Nondestructive Test and Evaluation, Vol. 13, pp. 5-14.
8. Gavin, H., Suan, S., Grossman, J., Pekelis, E., and Jacob, K., 1992, “Low-level dynamic characteristics of four tall flat-plate buildings in New York City,” NCEER Technical Report, NCEER-92-0034.
9. Hong, K.-S., and Yun, C.-B., 1992, “Improved Method for Frequency Domain Identification of Structures,” Engineering Structures, Vol. 15, No. 3, pp. 179-188.
10. Hoshiya, M., and Sutoh, A., 1993, “Kalman filter-finite element method in identification,” Journal of Engineering Mechanics, ASCE, Vol. 119, No. 2, pp. 197-210.
11. Ibrahim, S. R., 1977, “Random decrement technique for modal identification of structures,” Journal of Spacecraft and Rocket, AIAA, Vol. 14, No. 11, pp. 696-700.
12. Kersey, A. D., 1994, “Role of fiber optic sensors in intelligent infrastructure systems,” Proc. the First World Conference on Structural Control, Los Angeles, Aug., Plenary-3-9.
13. Okuma, M., 1993, “Correction of finite element models using experimental modal data for vibration analysis,” Finite Elements in Analysis and Design, Vol. 14, pp. 153-162.
14. Shinozuka, M., and Ghanem, R., 1995, “Structural system identification I: Theory,” Journal of Engineering Mechanics, ASCE, Vol. 121, No. 2, pp. 255-264.
15. Stetson, K. A., and Harrison, I. R., 1981, “Redesign of structural vibration modes by finite-element inverse perturbation,” ASME Journal of Engineering for Power, Vol. 103, pp. 319-324.
16. Stetson, K. A., and Palma, G. E., 1975, “Inversion of first-order perturbation theory and its application to structural design,” AIAA Journal, Vol. 14, No. 4, pp. 454-460.
17. Tang, J. X., Li, L., and Wu, C. Y., 1995, “Report on field measurement of Nanjing TV Tower,” Technical Report of Southeast University, in Chinese.
18. Ting, T., and Ojalvo, I. U., 1989, “Dynamic structural correction via nonlinear programming technique,” Finite Elements in Analysis and Design, Vol. 5, pp. 247-256.
19. Torkamani, M. A. M., and Ahmadi, A. K., 1988, “Stiffness identification of a tall building during construction period using ambient tests,” Earthquake Engineering and Structural Dynamics, Vol. 16, pp. 1177-1188.
20. Tsai, W. H., and Yang, J. C. S., 1988, “Non-destructive Evaluation of Composite Structures Using System Identification Technique,” ASME Journal of Engineering Materials and Technology, Vol. 110, pp. 134-139.
21. Vries, M. D., Murphy, K. A., Poland, S., Arya, V., Claus, R. O., and Masri, S. F., 1994, “Optical fiber sensor for civil structure applications: a comparative evaluation,” Proc. the First World Conference on Structural Control, Los Angeles, CA, Aug., WA3-23-29.
22. Wang, D., and Haidar, A., 1994, “Element-level system identification with unknown input,” Journal of Engineering Mechanics, ASCE, Vol. 120, No. 1, pp. 159-176.
23. Yang, J. C. S., Chen, J., and Dagalakis, N. G., 1984, “Damage Detection in Offshore Structures by the Random Decrement Technique,” ASME Journal of Energy Resources Technology, Vol. 106, pp. 38-42.
24. Yun, C.-B., and Hong, K.-S., 1992, “Damage assessment of structures by inverse modal perturbation method,” Proc. 4th East Asia-Pacific Confi Structural Engineering and Construction, Seoul, Korea.
25. Yun, C.-B., Lee, H.-J., and Lee, C.-G., 1997, “Sequential prediction error method for structural identification,” Journal of Engineering Mechanics, ASCE, Vol. 123, No. 2, pp. 115-122.
26. Yun, C.-B., and Shinozuka, M 1980, “Identification of Nonlinear Structural Dynamic Systems,” Journal of Structural Mechanics, Vol. 1, pp. 187-203.