scholarly journals On the Use of Weighted Least Squares for Time Domain Modal Parameter Identification

2004 ◽  
Vol 11 (3-4) ◽  
pp. 457-465 ◽  
Author(s):  
Jonathan E. Cooper

An approach for the use of the Weighted Least Squares method for time domain modal parameter identification is introduced. The approach enables standard identification methods to be employed in the usual manner, except that sections of the time records with high signal-noise ratios are given a greater emphasis in the identification process. It is shown how it is possible to apply the method to a wide range of applications, including the analysis of impulse response, input-output and time varying data. A number of different weighting schemes are explored, based upon exponential weighting and the envelope of the measured data. A series of simulated tests demonstrate how the performance of conventional time domain algorithms can be improved significantly with little extra computational effort though the use of a Weighted Least Squares scheme.

2014 ◽  
Vol 1065-1069 ◽  
pp. 1016-1019 ◽  
Author(s):  
Can He ◽  
Jian Chun Xing ◽  
Xun Zhang

Due to the interference of strong vibration signal, a big error exists in modal parameter identification based on traditional ARMA model. In order to solve this problem, a new method for modal parameter identification based on natural excitation technique (NExT) and ARMA model is presented. Firstly, NExT is used to obtain cross-correlation function of different response sequences. Then, ARMA model of cross-correlation function is established, and the parameters of ARMA model are estimated by least squares method. Finally, the modal parameter identification is achieved using the relationship between the ARMA parameters and structural modal parameters. Experiment shows that the identification results of our method are more accurate than the traditional ARMA model.


2009 ◽  
Vol 135 (7) ◽  
pp. 669-683 ◽  
Author(s):  
Reza D. Nayeri ◽  
Farzad Tasbihgoo ◽  
Mazen Wahbeh ◽  
John P. Caffrey ◽  
Sami F. Masri ◽  
...  

2013 ◽  
Vol 859 ◽  
pp. 167-170
Author(s):  
Qiang Pei ◽  
Long Li

Natural excitation technique has found an increasingly wide utilization in civil engineering field. Modal parameter identification in time domain method can identify the structural parameters in the use of impulse response data as input data. The theory of NExT method is presented. By constructing a numerical simulation example under white-noise excitation, and calculating the data by NExT method, the modal parameters can be identified according to complex exponential method and time series-method in time domain. The results and analysis indicate the validity of the method and provide a reference for engineering practice.


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