TECHNICAL PAPERS
Mar 1, 1995

Time-Domain Parameter Estimation Algorithm for Structures. I: Computational Aspects

Publication: Journal of Engineering Mechanics
Volume 121, Issue 3

Abstract

A time-domain equation error estimator is proposed for the problem of estimating constitutive parameters of a complex linear structure. We have assumed that the geometry and topology of the model are known and have measured the history of applied loads, and the accelerations at certain locations. For the proposed parameter estimation algorithm, we first estimate the displacement and velocity at the locations where accelerations have been measured by standard integration/filtering techniques. We recast the equations of motion as a discrete multistep method in terms of the displacements at the unmeasured degrees of freedom, and establish our measure of error as the weighted sum of residual forces at adjacent time points. We estimate the unknown constitutive parameters by solving a constrained nonlinear optimization problem, and take the parameter estimate to be the average of estimates over several time windows. We advocate the use of the recursive quadratic programming method to solve the optimization problem. The proposed time-domain estimator can accommodate response sampled incompletely in time, state, and space and is amenable to identification of complex structural systems.

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References

1.
Banan, M. R., and Banan, M. R.(1994). “Time-domain parameter estimation algorithm for structures. II: numerical simulations studies.”J. Engrg. Mech., ASCE, 121(3), 435–447.
2.
Banan, M. R., and Hjelmstad, K. D. (1993). “Identification of structural systems from measured response.”Struct. Res. Ser. No. 579: UILU-ENG-93-2002. University of Illinois, Urbana, Ill.
3.
Fritzen, C.-P.(1986). “Identification of mass, damping, and stiffness matrices of mechanical systems.”ASME J. Vibration, Acoustics, Stress, and Reliability in Design, 108, 9–16.
4.
Ljung, L.(1981). “Frequency domain versus time domain methods in system identification.”Automatica, 17(1), 71–90.
5.
Luenberger, D. G. (1984). Linear and nonlinear programming . 2nd Ed., Addison-Wesley Publishing Co., Reading, Mass.
6.
Newmark, N. M. (1959). A method of computation for structural dynamics. J. Engrg. Mech. Div ., 85(1), 67–94.
7.
Zienkiewicz, O. C.(1977). “A new look at the Newmark, Houbolt and other time stepping formulas. A weighted residual approach.”Int. J. Earthquake Engrg. Struct. Dynam., 5, 413–418.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 121Issue 3March 1995
Pages: 424 - 434

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Published online: Mar 1, 1995
Published in print: Mar 1995

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Authors

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K. D. Hjelmstad
Assoc. Prof., Univ. of Illinois at Urbana-Champaign, 205 N. Mathews, Urbana, IL 61801.
M. R. Banan
Asst. Prof., Shiraz University, Shiraz, Iran.
M. R. Banan
Grad. Res. Asst., Univ. of Illinois at Urbana-Champaign, Urbana, IL.

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