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 165
... regular wave analysis approach . The second harmonic effects due to waves can be easily identified through the dynamic response spectrum which has two peaks occurring at the peak frequency of the input wave spectrum and the natural ...
... regular wave analysis approach . The second harmonic effects due to waves can be easily identified through the dynamic response spectrum which has two peaks occurring at the peak frequency of the input wave spectrum and the natural ...
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 293
... regular wave response , the 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 ...
... regular wave response , the 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 ...
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