TECHNICAL PAPERS
May 1, 1992

Response of Systems with Uncertain Parameters to Stochastic Excitation

Publication: Journal of Engineering Mechanics
Volume 118, Issue 5

Abstract

This paper presents a method for the dynamic analysis of linear systems with uncertain parameters to stochastic excitation. The applied forcing function is modeled as a modulated Gaussian white‐noise process in time. A procedure to derive the random state‐space equation for the response covariance matrix of the system is presented. The covariance equation is then integrated in time and the response variability is computed. The proposed method is applied to the random response of a five‐degree‐of‐freedom primary‐secondary system. Five different values of the ratio of the fundamental natural frequency of the primary to secondary system are considered along with two different ratios of primary‐ to secondary‐system mass. Two types of uncertainty are considered: uncertain primary‐system stiffness and damping, and uncertain secondary‐system stiffness and damping. Results are reported for the effect of system uncertainty on both the relative displacement and absolute acceleration response of the secondary system. It is concluded that uncertainty in the stiffness of the primary and secondary systems has a very strong influence on the response of the secondary system and its reliability, and must be properly accounted for in the analysis of such systems.

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References

1.
Abramowitz, M., and Stegun, I. A. (1964). Handbook of mathematical functions. Dover Publications, Inc., New York, N.Y.
2.
Astill, C. J., Noisseir, S. B., and Shinozuka, M. (1972). “Impact loading on structures with random properties.” J. Struct. Mech., 1(1), 63–77.
3.
Ghanem, R., and Spanos, P. D. (1990). “Polynomial chaos in stochastic finite elements.” J. Appl. Mech., 57(1), 197–202.
4.
Igusa, T., and Der Kiureghian, A. (1988). “Response of uncertain systems to stochastic excitation.” J. Eng. Mech., ASCE, 114(5), 812–832.
5.
Jensen, H. (1989). “Dynamic response of structures with uncertain parameters.” Report No. EERL 89‐02, Earthquake Engrg. Res. Lab., California Inst. of Tech., Pasadena, Calif.
6.
Kanai, K. (1961). “An empirical formula for the spectrum of strong earthquake motions.” Bull. Earthquake Res. Inst., Tokyo, Japan, 39, 85–95.
7.
Lawrence, M. A. (1986). “A basis random variable approach to stochastic finite element analysis,” PhD thesis, University of Illinois, Urbana, Ill.
8.
Lawrence, M. A. (1987). “Basis random variable in finite element analysis.” Int. J. Numer. Meth. in Engrg., 24, 1849–1863.
9.
Lin, Y. K. (1967). Probabilistic theory of structural dynamics. McGraw‐Hill Book Co., New York, N.Y., 150–152.
10.
Mason, A. B., Jr., and Iwan, W. D. (1983). “An approach to the first passage problem in random vibrations,” J. Appl. Mech., 50(3), 641–646.
11.
Shinozuka, M. (1972). “Monte Carlo solution of structural dynamics.” Int. J. Comput. and Struct., 2, 855–874.
12.
Spanos, P. D., and Ghanem, R. (1989). “Stochastic finite element expansion for random media.” J. Engrg. Mech., ASCE, 115(5), 1035–1053.
13.
Sun, T. C. (1979). “A finite element method for random differential equations with random coefficients.” SIAM J. Numer. Anal., 16(6), 1019–1053.
14.
Wall, F. J., and Bucher, C. G. (1987). “Sensitivity of expected exceedance rate of SDOF‐system response to statistical uncertainties of loading and system parameters.” Probabilistic Engrg. Mech., 2(3), 138–146.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 5May 1992
Pages: 1012 - 1025

History

Published online: May 1, 1992
Published in print: May 1992

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Authors

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H. Jensen
Asst. Prof. of Civ. Engrg., Umversidad Tecnica Federico Santa Maria, Casilla 110‐V, Valparaiso, Chile
W. D. Iwan, Member, ASCE
Prof. of Appl. Mech., Div. of Engrg. and Appl. Sci., Mail Code 104‐44, California Inst. of Tech., Pasadena, CA 91125

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