Time-domain structural identification using free response measurements
作者:
KAMALA. F. MOUSTAFA,
期刊:
International Journal of Control
(Taylor Available online 1992)
卷期:
Volume 56,
issue 1
页码: 51-65
ISSN:0020-7179
年代: 1992
DOI:10.1080/00207179208934303
出版商: Taylor & Francis Group
数据来源: Taylor
摘要:
The problem of determining linear time-invariant models of flexible structures is considered. The approach is first to identify the modal parameters by using free response measurement records that could be contaminated with noise. The stiffness and damping matrices are then extracted from the identified modal parameters. The identification technique, which is developed in the time-domain is based on least square linear regression theory and is organized as a systematic and easy to implement scheme. The estimates are produced without the need of solving an eigenvalue problem or singular value decomposition of a data matrix. The effect of measurement noise on estimation accuracy is discussed. A numerical example is presented to illustrate the results.
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