Abstract
A technique to extract real modes from the identified complex modes is presented in this paper, which enables the normalized real mode shapes, modal masses, and full or reduced mass and stiffness matrices to be obtained. The theoretical derivation of the method is provided in detail. An 11-DOF vibration system is used to validate the algorithm, and to analyze the effects of the number of modes utilized and measurement DOFs on the extraction results. Finally, the method is used to extract real modes from both experimental modal analysis and operational modal analysis.
| Original language | English |
|---|---|
| Pages (from-to) | 219-227 |
| Number of pages | 9 |
| Journal | Earthquake Engineering and Engineering Vibration |
| Volume | 10 |
| Issue number | 2 |
| DOIs | |
| State | Published - Jun 2011 |
| Externally published | Yes |
Bibliographical note
Funding Information:Correspondence to: Wang Tong, Institute of Vibration Engineering, Nanjing University of Aeronautics and Astronautics, 29 Yudao Street, Nanjing 210016, China Tel (Fax): +86 25 8489 2103 E-mail: [email protected] †Assistant Professor; ‡Professor; §Associate Professor Supported by: NUAA Research Funding Under Grant No. V1022-013 Received October 28, 2010; Accepted March 28, 2011
Keywords
- complex mode
- modal analysis
- modal mass
- normalized mode shape
- real mode
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction
- Geotechnical Engineering and Engineering Geology
- Mechanical Engineering
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