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CLC number: TP391.4

On-line Access: 2024-08-27

Received: 2023-10-17

Revision Accepted: 2024-05-08

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Journal of Zhejiang University SCIENCE A 2004 Vol.5 No.9 P.1035-1044

http://doi.org/10.1631/jzus.2004.1035


Time domain system identification of unknown initial conditions


Author(s):  SUNG Wen-pei, MATZEN Vernon C., SHIH Ming-hsiang

Affiliation(s):  Department of Landscape Design and Management, National Chin-Yi Institute of Technology, Taiwan 41111, China; more

Corresponding email(s):   sung809@chinyi.ncit.edu.tw

Key Words:  Noise, Initial conditions, Gauss-Newton, Active Parameters


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SUNG Wen-pei, MATZEN Vernon C., SHIH Ming-hsiang. Time domain system identification of unknown initial conditions[J]. Journal of Zhejiang University Science A, 2004, 5(9): 1035-1044.

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Abstract: 
System identification is a method for using measured data to create or improve a mathematical model of the object being tested. From the measured data however, noise is noticed at the beginning of the response. One solution to avoid this noise problem is to skip the noisy data and then use the initial conditions as active Parameters, to be found by using the system identification process. This paper describes the development of the equations for setting up the initial conditions as active Parameters. The simulated data and response data from actual shear buildings were used to prove the accuracy of both the algorithm and the computer program, which include the initial conditions as active Parameters. The numerical and experimental model analysis showed that the value of mass, stiffness and frequency were very reasonable and that the computed acceleration and measured acceleration matched very well.

Darkslateblue:Affiliate; Royal Blue:Author; Turquoise:Article

Reference

[1] Beck, J.L., Jennings, P.C., 1980. Structural identification using linear model and earthquake engineering. Journal of Earthquake Engineering and Structural Dynamics, 8(1):145-160.

[2] Berkey, G.A., 1970. System identification(An introduction and a survey. Simulation, 5(4):151-166.

[3] Bykov, A., Naumenko, O.V., Pshenichnikov, A.M., Sinitsa, L.N., Scherbakov, A.P., 2003. An expert system for identification of line in vibrational-rotational spectra. Optics and Spectroscopy, 94(4):528-537.

[4] Deng, R., Davies, P., Bajaj, A.K., 2003. Flexible polyurethane foam modeling identification of viscoelastic parameters for automotive seating applications. Journal of Sound and Vibration, 262(3):391-417.

[5] Distefano, N., Rath, A., 1975. System identification in nonlinear structural seismic dynamics. Journal of Computer Method in Applied Mechanics and Engineering, 5(3):353-372.

[6] Fukushima, H., Sugie, T., 1999. Modeling set Identification in Frequency-Domain and its application to joint design with robust control. Asian Journal of Control, 1(2):66-74.

[7] Hart, G.C., Yao, J.T.P., 1977. System identification in structural dynamics. Journal of the Engineering Mechanics Division, ASCE, 103(6):578-585.

[8] Kruglov, S.P., Zalozhnev, A.Y., Novikov, D.A., 2002. Problem of center assignment in linear active system. Avtomatika I Telemekhanika, 12:78-91.

[9] Matzen, V.C., 1988. Time Domain Identification of Element Matrices. Proceeding of Workshop on Model Determination for Large Space System, Jet Propulsion Laboratory D-5574.

[10] Matzen, V.C., 1990. Time Domain Identification of Linear Structure. Research Report of North Carolina State University, Raleigh, NC, U.S.A.

[11] Matzen, V.C., McNiven, H.D., 1976. Investigation of the Inelastic Characteristics of a Single Story Steel Structure Using System Identification and Shaking Table Experiments. Report No. EERC 76-20, Earthquake Engineering Research Center, University of California, Berkeley.

[12] McVerry, G.H., 1980. Structural Identification in the frequency domain from earthquake records. Journal of Earthquake Engineering and Structural Dynamics, 8:161-180.

[13] Natke, H.G., 1982. Multi-Degree-of-Freedom-System-A Review Identification of Vibration Structures Courses and Lectures(No. 272. International Center for Mechanics Science, Udine, Italy, Springer-Verlay, NY, U.S.A.

[14] Rapid System Inc., 1999. 433N, 34th St., Seattle, WA 98103.

[15] Yue, M., Schlueter, R., 2002. Bifurcation Subsystem Identification. Proceedings of the IEEE Power Engineering Society Transmission and Distribution Conference, 3(Summer):1599-1604.

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