A FREQUENCY DOMAIN METHOD FOR ESTIMATING THE PARAMETERS OF A NON-LINEAR STRUCTURAL DYNAMIC MODEL THROUGH FEEDBACK

By D. Adams, R. Allemang. 2000

149 citations recorded by the source corpus.

Subfields: Civil and Structural Engineering, Control and Systems Engineering

View Paper: https://www.semanticscholar.org/paper/47ce17383637c0dc7b69b2dfa3e204e0570961a3

How researchers see this paper

The researchers whose trusted networks rank it highest, strongest advocate first. Every researcher gets a different order.

In Civil and Structural Engineering

1. Satish Nagarajaiah
2. Biswajit Basu
3. Arun Chakraborty

In Control and Systems Engineering

1. Satish Nagarajaiah
2. Biswajit Basu
3. Arun Chakraborty

Citations in the corpus

• Identification of a continuous structure with a geometrical non-linearity. Part I: Conditioned reverse path method (2003, unknown): “The non-linear identification through feedback of the outputs (NIFO) exploits the spatial information and treats the non-linear forces as internal feedback forces in the underlying linear model of the system [ 10 ].”
• Online Identification of Linear Time-varying Stiffness of Structural Systems by Wavelet Analysis (2008, methodology): “Several frequency domain methods have been used for successful identification of non-linear structural dynamic system including reverse path methods [7,32], identification through feedback of outputs [ 1 ], embedded sensitivity functions [54], and higher order frequency response functions [46].”