DocumentCode
3238341
Title
Adaptive substructure testing method based on least square
Author
Zhang, Jian ; Wu, Bin ; Wang, Tao
Author_Institution
Sch. of Civil Eng., Harbin Inst. of Technol., Harbin, China
fYear
2011
fDate
22-24 April 2011
Firstpage
1907
Lastpage
1910
Abstract
Numerical substructures adopt assumed hysteretic model in traditional substructure tests. The difference between the assumed model and true model might bring the extra large test error. To diminish the negative effort caused by the inaccuracy of the restoring model of numerical substructures, the hysteretic model of experimental substructures is identified on line and model of the part in numerical substructures which has the same hysteretic behavior with the experimental substructure is updated on line. The method is called adaptive substructure testing method. The hysteretic parameter estimating formula based on least square specified to Bouc-Wen model is derived and hysteresis on-line identification method is presented. Adaptive substructure pseudo-dynamic test is simulated. The simulation results show that adaptive substructure pseudo-dynamic testing method has good accuracy, efficiency and robustness.
Keywords
least squares approximations; mechanical testing; structural engineering; Bouc-Wen model; adaptive substructure pseudo-dynamic testing method; experimental substructures; hysteresis online identification method; hysteretic behavior; hysteretic model; least square; numerical substructures; test error; Adaptation model; Earthquake engineering; Estimation; Least squares approximation; Numerical models; Robustness; Testing; adaptive; hysteretic model; least square; on-line identification; pseudo-dynamic substructure test;
fLanguage
English
Publisher
ieee
Conference_Titel
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location
Lushan
Print_ISBN
978-1-4577-0289-1
Type
conf
DOI
10.1109/ICETCE.2011.5775338
Filename
5775338
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