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
... random wave analysis procedures suitable for fixed stiff platforms and compliant towers are discussed . The random wave analysis procedures are then applied to a 1350 ft . water depth fixed platform . The reduction in design force ...
... random wave analysis procedures suitable for fixed stiff platforms and compliant towers are discussed . The random wave analysis procedures are then applied to a 1350 ft . water depth fixed platform . The reduction in design force ...
Page 166
... random amplitudes . Random waves simulated using Rayleigh distributed component amplitudes would give correct wave group statistics ( 6.14 ) which could be quite important for compliant towers . Since the method of sum of sinusoids ...
... random amplitudes . Random waves simulated using Rayleigh distributed component amplitudes would give correct wave group statistics ( 6.14 ) which could be quite important for compliant towers . Since the method of sum of sinusoids ...
Page 297
... random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random wave ) . Again no current was used for the random wave . The wave kinematics for all three cases were calculated in the deformed ...
... random wave of significant wave height of 42.25 feet and a peak period of 13.25 seconds was used ( random wave ) . Again no current was used for the random wave . The wave kinematics for all three cases were calculated in the deformed ...
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