4.6 Article

Efficient reliability method for implicit limit state surface with correlated non-Gaussian variables

Publisher

WILEY
DOI: 10.1002/nag.2380

Keywords

FORM; HL-RF variant; correlated non-Gaussian variables; implicit limit state surface; numerical differentiation; slope reliability

Funding

  1. Sydney Water Corporation
  2. Water Research Foundation of the USA
  3. Melbourne Water
  4. Water Corporation (WA)
  5. UK Water Industry Research Ltd
  6. South Australia Water Corporation
  7. South East Water
  8. Hunter Water Corporation
  9. City West Water
  10. Monash University
  11. University of Technology Sydney
  12. University of Newcastle

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In contrast to the traditional approach that computes the reliability index in the uncorrelated standard normal space (u-space), the reliability analysis that is simply realized in the original space (x-space, non-Gaussian type) would be more efficient for practical use, for example, with the Low and Tang's constrained optimization approach. On the other hand, a variant of Hasofer, Lind, Rackwits and Fiessler algorithm for first-order reliability method is derived in this paper. Also, the new algorithm is simply formulated in x-space and requires neither transformation of the random variables nor optimization tools. The algorithm is particularly useful for reliability analysis involving correlated non-Gaussian random variables subjected to implicit limit state function. The algorithm is first verified using a simple example with closed-form solution. With the aid of numerical differentiation analysis in x-space, it is then illustrated for a strut with complex support and for an earth slope with multiple failure modes, both cases involving implicit limit state surfaces. Copyright (c) 2015 John Wiley & Sons, Ltd.

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