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• W1945109968 abstract "Modal analysis and system identification are popular methods for obtaining insight into structural properties from vibration signals. The associated algorithms, however, often require responses from a large group of representative DOFs of the structure to produce accurate and consistent results. In addition, their direct output, which is generally a set of estimated modal properties, does not explicitly reflect possible structural damage locations and extent. In this paper, two novel regression-based techniques that use local acceleration responses of a frame structure to estimate its local stiffness are proposed. One employs displacement simulation methods; the other is based on spectral estimates. Both methods are proven effective in their application to data collected from two laboratory specimens that are subjected to white noise excitation. Copyright © 2013 John Wiley & Sons, Ltd." @default.
• W1945109968 created "2016-06-24" @default.
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• W1945109968 date "2013-04-25" @default.
• W1945109968 modified "2023-09-23" @default.
• W1945109968 title "Time and frequency domain regression-based stiffness estimation and damage identification" @default.
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• W1945109968 doi "https://doi.org/10.1002/stc.1570" @default.
• W1945109968 hasPublicationYear "2013" @default.
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