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 167
... regular wave analysis and represents the maximum global responses divided by the corresponding regular wave amplitudes . With a view to capturing the proper dynamic response characteristics , selection of regular waves to generate ...
... regular wave analysis and represents the maximum global responses divided by the corresponding regular wave amplitudes . With a view to capturing the proper dynamic response characteristics , selection of regular waves to generate ...
Page 242
... regular waves are shown in Figs . 3 - 5. For the purposes of this correlation , the responses are normalized with respect to the incident wave height . Several experimental points at a given wave period shows that the nonlinearity is ...
... regular waves are shown in Figs . 3 - 5. For the purposes of this correlation , the responses are normalized with respect to the incident wave height . Several experimental points at a given wave period shows that the nonlinearity is ...
Page 246
... WAVE PERIOD ( SEC ) 2.5 30 3.5 40 Correlation of for Tower Oscillations Point Mooring System in Regular Waves a Single M ( FT ) NUMERICAL EXP . DATA 0.5 0.2 05 1.0 15 WAVE PERIOD2 ( SEC ) 2.5 3.0 3.5 40 ยท Correlation of Horizontal Joint ...
... WAVE PERIOD ( SEC ) 2.5 30 3.5 40 Correlation of for Tower Oscillations Point Mooring System in Regular Waves a Single M ( FT ) NUMERICAL EXP . DATA 0.5 0.2 05 1.0 15 WAVE PERIOD2 ( SEC ) 2.5 3.0 3.5 40 ยท Correlation of Horizontal Joint ...
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