| Article ID | Journal | Published Year | Pages | File Type |
|---|---|---|---|---|
| 859874 | Procedia Engineering | 2013 | 9 Pages |
Abstract
A simplification of probability based approaches on safety assessments and predictions of structural members is discussed. The modelling of time-dependent survival probabilities and reliability indexes of particular and single members is defined in a simple and easy perceptible manner using uniformed correlation factors of their conventional sequences. These factors of safety margin processes are analyzed and demonstrated by numerical example.
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