On-line identification algorithm and convergence analysis for sandwich systems with backlash

2011 ◽  
Vol 9 (3) ◽  
pp. 588-594 ◽  
Author(s):  
Ruili Dong ◽  
Yonghong Tan
1994 ◽  
Vol 64 (1) ◽  
pp. 63-72 ◽  
Author(s):  
J.Q. Chen ◽  
J.H. Lu ◽  
L.J. Chen

1996 ◽  
Vol 118 (4) ◽  
pp. 649-656 ◽  
Author(s):  
Tae W. Lim ◽  
R. H. Cabell ◽  
R. J. Silcox

Using a neural network concept, an algorithm has been developed that can be employed to conduct on-line identification of modal parameters of a structure such as natural frequency, damping ratio, and mode shape coefficients at measurement locations. Using a band-pass filter, the algorithm extracts from the measurement signal the frequency contents in the vicinity of a desired mode. The filtered signal is then used to train a neural network which consists of a linear neuron with three weights. The structure of the neural network has been designed to allow direct identification of modal parameters from the weights and to enhance efficiency for on-line implementation. The algorithm has been implemented on a DSP (digital signal processor) system for performance evaluation. Modal parameter identification tests have been conducted for a laboratory circular plate structure. The algorithm runs approximately at a sampling frequency of up to 50 kHz for the DSP system used for the study and correctly identifies modal properties of the first two modes of the circular plate. This high performance on-line identification algorithm is expected to be useful in improving the performance of control systems that require knowledge of time-varying plant dynamic characteristics.


2011 ◽  
Vol 250-253 ◽  
pp. 2455-2459 ◽  
Author(s):  
Tao Wang ◽  
Bin Wu ◽  
Jian Zhang

Numerical substructures adopt predetermined hysteretic models for conventional substructure testing (CST). It is difficult to achieve accurate results in CST due to errors from modelling of numerial substructures. To diminish the negative effect caused by the assumed restoring model, online identification with least square method using experimental data was adopted to update the model of numerical substructure. The effectiveness of least square method are verified with pseudo-dynamic substructure testing for single story frame with a buckling-restrained brace. The results indicate that the on-line identification algorithm based least square method has good accuracy, stability, and efficiency.


1979 ◽  
Vol 21 (7) ◽  
pp. 1239-1249 ◽  
Author(s):  
J. P. Bravard ◽  
M. Cordonnier ◽  
J. P. Kernevez ◽  
J. M. Lebeault

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