An Enhanced HL-RF Method for the Computation of Structural Failure Probability Based On Relaxed Approach
The computation of structural failure probability is vital importance in the reliability analysis and may be carried out on the basis of the first-order reliability method using various mathematical iterative approaches such as Hasofer-Lind and Rackwitz-Fiessler (HL-RF). This method may not converge...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
University of Tehran Press
2013-06-01
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| Series: | Civil Engineering Infrastructures Journal |
| Subjects: | |
| Online Access: | http://ceij.ut.ac.ir/article_39474_ff7c036cf3bb6e781846666c4a82cb42.pdf |