Parametric time-domain methods for non-stationary random vibration modelling and analysis — A critical survey and comparison
By Aggelos G. Poulimenos, Spilios D. Fassois. 2006
296 citations recorded by the source corpus.
Subfields: Biomedical Engineering, Civil and Structural Engineering, Mechanical Engineering
View Paper: https://www.semanticscholar.org/paper/17283006f3817c2843863fa8cdf197b7456fe685
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In Biomedical Engineering
In Civil and Structural Engineering
In Mechanical Engineering
Citations in the corpus
- Output-only identification and dynamic analysis of time-varying mechanical structures under random excitation: A comparative assessment of parametric methods (2010, methodology): “Two such methods, the two stage least squares (2SLS) method [2, 36] and the polynomial-algebraic (P-A) method [30] are outlined in Fig.”