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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adsorber amplitude analysis angle Arctic Engineering axial bending buoyancy cable calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear liquid limit load marine mass matrix maximum measured Mechanics and Arctic method mode mode shapes model tests modulus mooring line mooring system motion natural frequency nonlinear obtained Offshore Mechanics Offshore Technology Conference operation parameters performance pile pipe pipe materials pipeline platform pressure production riser random wave ratio response rope rotation RPIT shear shear modulus shear strength shown in Figure simulation soil static stiffness strength stress structure subsea surface syntactic foam tendon turbine uranium vane velocity vertical vessel water depth wave forces wave height wave power weight wellhead wire