Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1; Volume 7, Part 1American Society of Mechanical Engineers, 1988 - Arctic regions |
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Page 293
... maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were identified : coinciding with maximum dynamic ...
... maximum dynamic base shear is substantially out of phase with the applied wave load ; implying inertia dominated response . As for the regular wave response , two important loading times were identified : coinciding with maximum dynamic ...
Page 371
... maximum tension stress occurs at a different time instant than maximum bending and total axial stress as before . As can be seen from Table 4 , the maximum total axial stress is primarily due to bending and the contribution from ...
... maximum tension stress occurs at a different time instant than maximum bending and total axial stress as before . As can be seen from Table 4 , the maximum total axial stress is primarily due to bending and the contribution from ...
Page 414
... maximum induced motions were : - Maximum Vertical boom tip displacement : Maximum Vertical boom tip velocity : Maximum Vertical boom tip acceleration : * Maximum Single Amplitude vessel roll : Maximum Single Amplitude vessel pitch ...
... maximum induced motions were : - Maximum Vertical boom tip displacement : Maximum Vertical boom tip velocity : Maximum Vertical boom tip acceleration : * Maximum Single Amplitude vessel roll : Maximum Single Amplitude vessel pitch ...
Contents
FLOATING PRODUCTION SYSTEMS | 1 |
OFFSHORE MECHANICS | 23 |
Early Production Systems in the North | 31 |
Copyright | |
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analysis angle applied axial bending cable calculated characteristics coefficient components Conference connected considered construction cost curve damage depth determined diameter direction displacement distribution dynamic effect element energy Engineering equation equipment fatigue field Figure flexible flow forces frequency function geometry given important included increase installation International joint length limit linear load lower mass material matrix maximum mean measured Mechanics method mode mooring motion natural normal obtained Offshore operation parameters performance period pile pipe pipeline platform position presented pressure problem production range ratio response riser shear shown shows significant soil static stiffness strength stress structure surface Table Technology tension tower turbine vane vessel wave weight wire