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Oct 1, 2007

Reliability Analysis of Single-Degree-of-Freedom Elastoplastic Systems. I: Critical Excitations

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Publication: Journal of Engineering Mechanics
Volume 133, Issue 10

Abstract

This paper investigates the application of importance sampling method to estimating the first passage probability of single-degree-of-freedom elastoplastic systems subjected to white noise excitations. The importance sampling density is constructed using a conventional choice as a weighted sum of Gaussian distributions centered among design points. It is well known that the design points, or equivalently the critical excitations in the function space, are difficult to obtain for nonlinear hysteretic systems. An efficient method has been developed recently for finding the critical excitations, on which this paper is based. Characteristics of the critical excitation for elastoplastic systems are explored and the efficiency of the resulting importance sampling strategy is critically assessed. It is found that some efficiency is gained by importance sampling over direct Monte Carlo method but to a lesser extent compared to its linear-elastic counterparts. The cause of this drop in efficiency will be investigated. The study calls for revisiting a basic assumption of importance sampling densities constructed using design points, where they are expected to generate samples lying frequently in the failure region, but in reality their capability should not be taken for granted. A companion paper investigates the approximation of the critical excitation that allows its simple determination.

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Acknowledgments

The work described in this paper was fully supported by a grant from the City University of Hong Kong (Project No. 7200053). The financial support is gratefully acknowledged.

References

Au, S. K. (2001). “On the solution of first excursion problems by simulation with applications to probabilistic seismic performance assessment.” Ph.D. thesis in Civil Engineering, EERL Rep. No. 2001-02, California Institute of Technology, Pasadena, Calif.
Au, S. K. (2006). “Critical excitation of SDOF elastoplastic systems.” J. Sound Vib., 296(4–5), 714–733.
Au, S. K., and Beck, J. L. (2001). “First excursion probability for linear systems by very efficient importance sampling.” Probab. Eng. Mech., 16(3), 193–207.
Au, S. K., and Beck, J. L. (2003). “Importance sampling in high dimensions.” Struct. Safety, 25(2), 139–163.
Cai, G. Q., and Lin, Y. K. (1998). “Reliability of nonlinear structural frame under seismic excitation.” J. Eng. Mech., 124(8), 852–856.
Chopra, A. K., and Chintanapakdee, C. (2001). “Comparing response of SDF systems to near-fault and far-fault earthquake motions in the context of spectral regions.” Earthquake Eng. Struct. Dyn., 30, 1769–1789.
Crandall, S. H., Chandirmani, K. L., and Cook, R. G. (1966). “Some first passage problems in random vibration.” J. Appl. Mech., 33, 624–639.
Drenick, R. F. (1970). “Model-free design of aseismic structures.” J. Engrg. Mech. Div., 96(4), 483–493.
Engelund, S., and Rackwitz, R. (1993). “A benchmark study on importance sampling techniques in structural reliability.” Struct. Safety, 12, 255–276.
Fishman, G. S. (1996). Monte Carlo: Concepts, algorithms, and applications, Springer, New York.
Hammersley, J. M., and Handscomb, D. C. (1964). Monte Carlo methods, Methuen, London.
Hancock, J., and Bommer, J. J. (2005). “The effective number of cycles of earthquake ground motion.” Earthquake Eng. Struct. Dyn., 34, 637–667.
Iyengar, R. N., and Manohar, C. S. (1987). “Nonstationary random critical seismic excitations.” J. Eng. Mech., 113(4), 529–541.
Koo, H., Der Kiureghian, A., and Fujimura, K. (2005). “Design-point excitation for nonlinear random vibrations.” Probab. Eng. Mech., 20(2), 136–147.
Koutsourelakis, P. S., Pradlwarter, H. J., and Schueller, G. I. (2004). “Reliability of structures in high dimensions. I: Algorithms and applications.” Probab. Eng. Mech., 19(4), 409–419.
Lin, Y. K. (1967). Probabilistic theory of structural dynamics, McGraw-Hill, New York.
Lindt, J. W., and Goh, G. (2004). “Effect of earthquake duration on structural reliability.” Eng. Struct., 26, 1585–1597.
Liu, P. L., and Der Kiureghian, A. (1991). “Optimization algorithms for structural reliability.” Struct. Safety, 9, 161–178.
Naess, A. (1990). “Approximate first-passage and extremes of narrow-band Gaussian and non-Gaussian random vibrations.” J. Sound Vib., 138(3), 365–380.
Papoulis, A. (1970). “Maximum response with input energy constraints and the matched filter principle.” IEEE Trans. Circuit Theory, 17(2), 175–182.
Rice, O. C. (1944). “Mathematical analysis of random noise.” Bell Syst. Tech. J., 23, 282–332.
Rubinstein, R. Y. (1981). Simulation and the Monte-Carlo method, Wiley, New York.
Schueller, G. I. (2001). “Computational stochastic mechanics–recent advances.” Comput. Struct., 79(22-25), 2225–2234.
Tarp-Johansen, N. J., and Ditlevsen, O. (2001). “Time between plastic displacements of elasto-plastic oscillators subjected to Gaussian white noise.” Probab. Eng. Mech., 16, 373–380.
Vian, D., and Bruneau, M. (2003). “Tests to structural collapse of single degree of freedom frames subjected to earthquake excitations.” J. Eng. Mech., 129(12), 1676–1685.
Westermo, B. D. (1985). “The critical excitation and response of simple dynamic systems.” J. Sound Vib., 100(2), 233–242.
Yuen, K. V., and Katafygiotis, L. S. (2005). “An efficient simulation method for reliability analysis of linear dynamical systems using simple additive rules of probability.” Probab. Eng. Mech., 20, 109–114.
Zhou, K., Doyle, J., and Glover, K. (1996). Robust and optimal control, Prentice-Hall, Englewood Cliffs, N.J.

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Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 133Issue 10October 2007
Pages: 1072 - 1080

History

Received: Apr 19, 2006
Accepted: Oct 30, 2006
Published online: Oct 1, 2007
Published in print: Oct 2007

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Notes

Note. Associate Editor: Lambros S. Katafygiotis

Authors

Affiliations

Siu-Kui Au
Assistant Professor, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong (corresponding author). E-mail: [email protected]
Heung-Fai Lam
Assistant Professor, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong. E-mail: [email protected]
Ching-Tai Ng
Graduate Student, Dept. of Building and Construction, City Univ. of Hong Kong, 83 Tat Chee Ave., Kowloon, Hong Kong. E-mail: [email protected]

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