Dynamic response of the Trinity River Relief Bridge to controlled pile damage: modeling and experimental data analysis comparing Fourier and Hilbert–Huang techniques-Reference-Cited by-同舟云学术

Dynamic response of the Trinity River Relief Bridge to controlled pile damage: modeling and experimental data analysis comparing Fourier and Hilbert–Huang techniques

Published:2005-08 Issue:4-5 Volume:285 Page:1049-1070
ISSN:0022-460X
Container-title:Journal of Sound and Vibration
language:en
Short-container-title:Journal of Sound and Vibration

Author:

Zhang Ray Ruichong,King Robert,Olson Larry,Xu You-Lin

Publisher

Elsevier BV

Subject

Mechanical Engineering,Mechanics of Materials,Acoustics and Ultrasonics,Condensed Matter Physics

Reference36 articles.

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3. L.D. Olson, Dynamic bridge substructure evaluation and monitoring system, Report of FHWA Grant to Olson Engineering, 2002.

4. C.R. Farrar, S.W. Doebling, Lessons learned from applications of vibration based damage identification methods to large bridge structure, in: F.K. Chang (Ed.), Structural Health Monitoring: Current Status and Perspectives, Technomic Pub. Lancaster, PA, 1997, pp. 351–370.

5. C.R. Farrar, S.W. Doebling, D.A. Nix, Vibration-based structural damage identification, Philosophical Transaction of Royal Society of London, A, 1999.

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