TECHNICAL PAPERS
Jan 1, 1986

Structural Reliability under Incomplete Probability Information

Publication: Journal of Engineering Mechanics
Volume 112, Issue 1

Abstract

A comprehensive framework is set forth for the analysis of structural reliability under incomplete probability information. Under stipulated requirements of consistency, invariance, operability, and simplicity, a method is developed to incorporate in the reliability analysis incomplete probability information on random variables, including moments, bounds, marginal distributions, and partial joint distributions. The method is consistent with the philosophy of Ditlevsen's generalized reliability index and complements existing second‐moment and full‐distribution structural reliability theories.

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References

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Der Kiureghian, A., and Liu, P.‐L., “Structural Reliability Under Incomplete Probability Information,” Report No. UCB/SESM‐85/01, Department of Civil Engineering, Division of Structural Engineering and Structural Mechanics, Univ. of California, Berkeley, CA, Jan., 1985.
2.
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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 112Issue 1January 1986
Pages: 85 - 104

History

Published online: Jan 1, 1986
Published in print: Jan 1986

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Authors

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Armen Der Kiureghian, M. ASCE
Prof., Dept. of Civ. Engrg., Univ. of California, Berkeley, CA
Pei‐Ling Liu
Grad. Student, Dept. of Civ. Engrg., Univ. of California, Berkeley, CA

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