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Damage identification by the eigenparameter decomposition of structural flexibility change

โœ Scribed by Q. W. Yang; J. K. Liu


Publisher
John Wiley and Sons
Year
2009
Tongue
English
Weight
153 KB
Volume
78
Category
Article
ISSN
0029-5981

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โœ A. Teughels; G. De Roeck ๐Ÿ“‚ Article ๐Ÿ“… 2004 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 628 KB

The development of a methodology for accurate and reliable condition assessment of civil structures has become very important. The finite element (FE) model updating method provides an efficient, nondestructive, global damage identification technique, which is based on the fact that the modal parame