Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2American Society of Mechanical Engineers, 1994 - Arctic regions |
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Page 417
1994 OMAE – Volume I , Offshore Technology ASME 1994 USE OF RISK ANALYSIS IN OFFSHORE CONSTRUCTION PROJECTS Wenche K. Rettedal , Ove T. Gudmestad , and Truls Aarum Statoil Stavanger , Norway Anne Vegge Norwegian Petroleum Directorate ...
1994 OMAE – Volume I , Offshore Technology ASME 1994 USE OF RISK ANALYSIS IN OFFSHORE CONSTRUCTION PROJECTS Wenche K. Rettedal , Ove T. Gudmestad , and Truls Aarum Statoil Stavanger , Norway Anne Vegge Norwegian Petroleum Directorate ...
Page 420
DI D2 D3 Loss of the deck or modules Major damage to the deck or modules Minor damage to the deck or modules Intolerable risk level boundary , above which risk cannot be justified on any grounds , and is therefore intolerable . 2 .
DI D2 D3 Loss of the deck or modules Major damage to the deck or modules Minor damage to the deck or modules Intolerable risk level boundary , above which risk cannot be justified on any grounds , and is therefore intolerable . 2 .
Page 5
Table 2 Risk Acceptance criteria for traffic disruption The Link provides railway as well as motorway connections , of which the former is opened in 1993 , and the latter in 1996. The safety objectives ( Ref .
Table 2 Risk Acceptance criteria for traffic disruption The Link provides railway as well as motorway connections , of which the former is opened in 1993 , and the latter in 1996. The safety objectives ( Ref .
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Contents
OCEAN WAVES AND ENERGY | 1 |
Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |
Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |
Copyright | |
27 other sections not shown
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Common terms and phrases
amplitude analysis applied approach assessment assumed boundary calculated coefficient compared components considered correlation corresponding costs crack curve cylinder damping depth determined developed direction distribution drag dynamic effects energy Engineering equation estimated expressed extreme factor failure fatigue field Figure flow fluid force frequency function given height important increase initial inspection installation integration interaction joints length lift lift force limit linear load mass maximum mean measured Mechanics method modes mooring motion nonlinear obtained offshore operation oscillation parameters peak performed period phase platform potential predicted present pressure probability problem procedure random range ratio relative reliability represent respectively response risk safety shown shows significant simulation solution statistical stress structure surface Table variables velocity wave wind
Bibliographic information
| Title | Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 13, Parts 1-2 |
| Contributors | OMAE Conference Committee, American Society of Mechanical Engineers. Offshore Mechanics and Arctic Engineering Division, American Society of Mechanical Engineers |
| Publisher | American Society of Mechanical Engineers, 1994 |
| Original from | the University of Michigan |
| Digitized | 4 Dec 2007 |
| ISBN | 0791812642, 9780791812648 |
| Export Citation | BiBTeX EndNote RefMan |