Identification of modal parameters from nonstationary ambient vibration data using the channel-expansion technique

Author:

Chiang Dar-Yun,Lin Chang-Sheng

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Mechanics of Materials

Reference15 articles.

1. C. E. Ventura, W. D. Liam-Finn, J.-F. Lord and N. Fujita, Dynamic characteristics of a base isolated building from ambient vibration measurements and low level earthquake shaking, Soil Dynamics and Earthquake Engineering, 23(4) (2003) 313–322.

2. W.-X. Ren, W. Zatar and I. E. Harik, Ambient vibrationbased seismic evaluation of a continuous girder bridge, engineering structures, 26(5) (2004) 631–640.

3. J. L. Beck, B. S. May and D. C. Polidori, Determination of modal parameters from ambient vibration data for structural health monitoring, First World Conference on Structural Control, 2, International Association for Structural Control, Los Angeles, Aug. 1994, pp. TA3-3–TA3-12.

4. C. E. Ventura, N. D. Schuster and A. J. Feiber, Ambient vibration testing of a 32-storey reinforced concrete building during construction, Proceedings of the 13 th International Model Analysis Conference, Society for Experimental Mechanics, Bethel, CT (1995) 1164–1170.

5. J. C. Asmussen, S. R. Ibrahim and R. Brincker, Random decrement and regression analysis of bridges traffic responses, Proceedings of the 14th International Modal Analysis Conference, 1 (1996) 453–458.

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