Stochastic Identification of Damped Beams Using Frequency Response Function Data
Author:
Publisher
Springer Nature Singapore
Link
https://link.springer.com/content/pdf/10.1007/978-981-99-8986-7_3
Reference16 articles.
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2. Esfandiari A, Bakhtiari-Nejad F, Rahai A, Sanayei M. Structural model updating using frequency response function and quasi-linear sensitivity equation. J Sound Vib. 2009;326:557–73. https://doi.org/10.1016/J.JSV.2009.07.001.
3. Lin RM, Ewins DJ. Model updating using FRF data. In: Proceedings of the 15th International seminar on modal analysis, Belgium; 1990, pp. 141–162.
4. Friswell MI. The adjustment of structural parameters using a minimum variance estimator. Mech Syst Signal Process. 1989;3:143–55. https://doi.org/10.1016/0888-3270(89)90013-7.
5. Pradhan S, Modak SV. Normal response function method for mass and stiffness matrix updating using complex FRFs. Mech Syst Signal Process. 2012;32:232–50. https://doi.org/10.1016/j.ymssp.2012.04.019.
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