TECHNICAL PAPERS
Jun 1, 1992

Optimal Importance‐Sampling Density Estimator

Publication: Journal of Engineering Mechanics
Volume 118, Issue 6

Abstract

Importance‐sampling technique has been used in recent years in conjunction with Monte Carlo simulation method to evaluate the reliability of structural systems. Since the efficiency of the importance‐sampling method depends primarily on the choice of the importance‐sampling density, the use of the kernel method to estimate the optimal importance‐sampling density is proposed. This method deviates from the current practice of prescribing the importance‐sampling density from a given parametric family of density functions. Instead, the data obtained from an initial Monte Carlo run are utilized to determine the required importance‐sampling density. The kernel method yields unbiased estimates of the probability of failure. Two measures are developed to quantify the efficiency of the kernel method relative to the basic Monte Carlo method. The first measure, called the marginal efficiency, is used as an indicator of the effectiveness of the kernel method, whereas the second measure, the overall efficiency, defines the advantage of the kernel method over the basic Monte Carlo method. Finally, a variety of example problems are used to examine the characteristics of the proposed kernel method and its efficiency over the basic Monte Carlo method.

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References

1.
Ang, G. L., Ang, A. H.‐S., and Tang, W. H. (1989). “Kernel method in importance sampling density function.” Structural safety and reliability, A. H.‐S. Ang, M. Shinozuka, and G. I. Schueller, eds., Proc. of ICOSSAR '89, ASCE, New York, N.Y. Vol. II, 1193–1200.
2.
Ang, G. L. (1991). “Kernel method in Monte Carlo importance sampling,” PhD thesis, University of Illinois, at Urbana, Illinois.
3.
Abramson, I. S. (1982). “On bandwidth variation in kernel estimates—a square root law.” Ann. Statist., 10(4), 1217–1223.
4.
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Ibrahim, Y., and Cornell, C. A. (1988). “Experiences with applications of importance sampling in structural reliability computation.” Probabilistic methods in civil engineering, P. D. Spanos, ed., ASCE, New York, N.Y., 344–347.
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Karamchandari, A. (1990). “New methods in system reliability.” Report No. RMS‐7, Reliability of Marine Structures Program, Department of Civil Engineering, Stanford University, Stanford, Calif.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 118Issue 6June 1992
Pages: 1146 - 1163

History

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

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Authors

Affiliations

George L. Ang
Engr., Hibbitt, Karlsson & Sorensen, Inc., Pawtucket, RI 02860
Alfredo H.‐S. Ang
Prof., Dept. of Civ. Engrg., Univ. of California, Irvine, CA 92717
Wilson H. Tang
Prof., Dept. of Civ. Engrg., Univ. of Illinois, Urbana, IL 61801

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