TECHNICAL PAPERS
Sep 1, 2006

Hybrid Data Mining/Genetic Shredding Algorithm for Reliability Assessment of Structural Systems

Publication: Journal of Structural Engineering
Volume 132, Issue 9

Abstract

Recent studies have successfully introduced genetic algorithms (GA) to identify the important failure modes of complex structures and quantify their contributions to the reduction of the reliability of structural systems. In these studies, the efficiency of traditional GA techniques was substantially improved by incorporating linkage-learning operators that were used to explore relations among the random variables controlling the safety of a structural system. However, the currently used linkage learning methods were found to be either too complex for easy implementation in routine reliability analyses or too narrowly focused on finding the global optimal solution and thus reduced the capacity of GA to identify local optima. Other techniques especially suitable for exploring relations and linkages among data sets are known as data mining (DM) algorithms. One of the most popular and successful DM tools available in the computer science literature is the a priori algorithm. The purpose of this paper is to propose a hybrid algorithm that would combine the benefits of the pattern identification ability of the a priori DM algorithm to the capability of GA operators to explore new significant search domains. The implementation of the shredding operator and its ability to reduce the computational effort through its self-learning process will further lead to the development of an efficient and robust structural reliability analysis algorithm. This paper will demonstrate that the proposed algorithm will significantly reduce the computational effort associated with determining the probabilistically dominant failure modes of structural systems. Examples are provided to verify the high efficiency and accuracy of the proposed hybrid data mining/genetic shredding algorithm for failure mode exploration, identification, and exploitation.

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Acknowledgments

This paper is part of the Ph.D. Dissertation of the first writer conducted in the Department of Civil Engineering of the City College and the Graduate Center of the City University of New York. The work presented herein was supported by NSF Grant No. NSFCMS-0218594 with Professor Michel Ghosn as principal investigator and Dr. Perumalsamy N. Balaguru as NSF program director. The writers are grateful for the comments and suggestions provided by Dr. Gene Golub and Dr. Linzhong Deng. Special thanks go to Dr. Qingtian Su for providing the realistic example of the long span cable-stayed bridge.

References

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Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 132Issue 9September 2006
Pages: 1451 - 1460

History

Received: Feb 24, 2004
Accepted: Nov 14, 2005
Published online: Sep 1, 2006
Published in print: Sep 2006

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Notes

Note. Associate Editor: Elisa D. Sotelino

Authors

Affiliations

Jian Wang
Research Assistant, Dept. of Civil Engineering, The City College of New York and Graduate Center of the City Univ. of New York, New York, NY 10031.
Michel Ghosn [email protected]
Professor, Dept. of Civil Engineering, The City College of New York and Graduate Center of the City Univ. of New York, New York, NY 10031 (corresponding author). E-mail: [email protected]

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