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 129
A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave crest a quarter - wavelength away from the vessel center ( out - of - phase position ) .
A11 loads are generated for two wave positions , one with the wave crest at the vessel center ( in - phase position ) and one with the wave crest a quarter - wavelength away from the vessel center ( out - of - phase position ) .
Page 137
MORIZONTAL VELOCITY ORID AT TIME UNITS AME FEET SURFACE DROFILA Sunnet VALUE 8 DISTANCE #ROM CREST ELEVATION ELEVATION OF SURFACE BUNT ACE VALUES DIBIANCE FROM CREST ELEVATION BASE SHEAR ( KIP ) 0 1 1 3 REDUCING.
MORIZONTAL VELOCITY ORID AT TIME UNITS AME FEET SURFACE DROFILA Sunnet VALUE 8 DISTANCE #ROM CREST ELEVATION ELEVATION OF SURFACE BUNT ACE VALUES DIBIANCE FROM CREST ELEVATION BASE SHEAR ( KIP ) 0 1 1 3 REDUCING.
Page 166
Since the method of sum of sinusoids employs the Airy wave theory ( developed assuming infinitesimal wave steepness ) , direct application of the theory to the kinematics at wave crest is always questioned . Therefore , the random wave ...
Since the method of sum of sinusoids employs the Airy wave theory ( developed assuming infinitesimal wave steepness ) , direct application of the theory to the kinematics at wave crest is always questioned . Therefore , the random wave ...
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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 unit vane vessel wave weight wire