Article ID Journal Published Year Pages File Type
307639 Structural Safety 2012 10 Pages PDF
Abstract

It is common to construct a consistent multivariate distribution from non-normal marginals and Pearson product–moment correlations using the well known translation approach. A practical variant of this approach is to match the Spearman rank correlations of the measured data, rather than the Pearson correlations. In this paper, the performance of these translation methods is evaluated based on their abilities to match the following exact solutions from one benchmark bivariate example where the joint distribution is known: (1) high order joint moments, (2) joint probability density functions (PDFs), and (3) probabilities of failure. It is not surprising to find significant errors in the joint moments and PDFs. However, it is interesting to observe that the Pearson and Spearman methods produce very similar results and neither method is consistently more accurate or more conservative than the other in terms of probabilities of failure. In addition, the maximum error in the probability of failure may not be associated with a large correlation. It can happen at an intermediate correlation.

▸ Performance of Pearson and Spearman methods is evaluated. ▸ Significant errors in joint moments and probability density functions are observed. ▸ The Pearson and Spearman methods produce very similar results. ▸ Errors in probability of failure greatly increase as failure probability decreases. ▸ Maximum error in probability of failure happens at an intermediate correlation.

Related Topics
Physical Sciences and Engineering Engineering Civil and Structural Engineering
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