Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform-Reference-Cited by-同舟云学术

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Structural modal parameter identification and damage diagnosis based on Hilbert-Huang transform

Published:2014-03 Issue:1 Volume:13 Page:101-111
ISSN:1671-3664
Container-title:Earthquake Engineering and Engineering Vibration
language:en
Short-container-title:Earthq. Eng. Eng. Vib.

Author:

Han Jianping,Zheng Peijuan,Wang Hongtao

Publisher

Springer Science and Business Media LLC

Subject

Mechanical Engineering,Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s11803-014-0215-3.pdf

Reference16 articles.

1. Caicedo JM, Dyke SJ and Johnson EA (2004), “Natural Excitation Technique and Eigensystem Realization Algorithm for Phase I of the IASC-ASCE Benchmark Problem: Simulated Data,” Journal of Engineering Mechanics, 130: 49–60.

2. Chen B, Xu YL and Qu WL (2005), “Evaluation of Atmospheric Corrosion Damage to Steel Space Structures in Coastal Areas,” International Journal of Solids and Structures, 42(16): 4673–4694.

3. Curadelli RO, Riera JD, Ambrosini D and Amani MG (2008), “Damage Detection by Means of Structural Damping Identification,” Engineering Structures, 30: 3497–3504.

4. Doebling SW, Farrar CR, Prime MB and Shevitz DW (1996), “Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics: A Literature Review,” Los Alamos National Laboratory, Los Alamos, New Mexico.

5. Farrar CR and Jauregui DA (1998), “Comparative Study of Damage Identification Algorithms Applied to a Bridge: I Experiment,” Smart Materials and Structures, 7: 704–719.

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