Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 141
... approach is to bury the pipeline sufficiently deep to avoid contact by a gouging ice keel of a target rare return interval . The effects of sub - gouge soil displacements on pipe stress or strain are also assessed . It is implicitly ...
... approach is to bury the pipeline sufficiently deep to avoid contact by a gouging ice keel of a target rare return interval . The effects of sub - gouge soil displacements on pipe stress or strain are also assessed . It is implicitly ...
Page 374
... approach ( Bea 2005 ) . Total future costs were estimated to be $ 400 billions . The incremental initial cost required to reduce the probability of failure by a factor of 10 was estimated to be $ 20 billions . The present value function ...
... approach ( Bea 2005 ) . Total future costs were estimated to be $ 400 billions . The incremental initial cost required to reduce the probability of failure by a factor of 10 was estimated to be $ 20 billions . The present value function ...
Page 484
... approach on one end of the spectrum , to the purely quantitative one on the other , with intermediate approaches in ... approach are examples of qualitative risk analysis . In the Risk Matrix ( API Publication 2000 ) approach , the ...
... approach on one end of the spectrum , to the purely quantitative one on the other , with intermediate approaches in ... approach are examples of qualitative risk analysis . In the Risk Matrix ( API Publication 2000 ) approach , the ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed