Fatigue reliability analysis of a steel catenary riser at the touchdown point incorporating soil model uncertainties
Fatigue design of a steel catenary riser (SCR) at the touchdown point is a challenging problem. The touchdown point attracts the worst bending stresses and is subject to the greatest uncertainties, such as those arising from the riser-seabed contact. Design codes typically recommend generic safety f...
| Main Authors: | , |
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| Other Authors: | |
| Format: | Journal Article |
| Language: | English |
| Published: |
2013
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/83689 http://hdl.handle.net/10220/12525 |