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 242
... irregular seas . 1. Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the North Sea . The tower was instrumented to measure the dynamic motion of the ...
... irregular seas . 1. Articulated Tower A wave tank test was performed on a model of an articulated tower . The tower resembled the Mobil Statfjord " B " in the North Sea . The tower was instrumented to measure the dynamic motion of the ...
Page 263
... Irregular waves were generated from the Pierson- Moskowitz spectrum . Extreme irregular wave has a significant wave height H 41.2 feet and zero crossing period T 10.5 seconds . For the case of extreme irregular " wave only , the top ...
... Irregular waves were generated from the Pierson- Moskowitz spectrum . Extreme irregular wave has a significant wave height H 41.2 feet and zero crossing period T 10.5 seconds . For the case of extreme irregular " wave only , the top ...
Page 360
... irregular motion of the riser's top end . Sea state and hydrodynamic coefficient + Next time step K - K + 1 End of simulation Biser Data Quasi Static Solution Upper end position of riser Wave energy spectrum S ( w ) Transfer functionG ...
... irregular motion of the riser's top end . Sea state and hydrodynamic coefficient + Next time step K - K + 1 End of simulation Biser Data Quasi Static Solution Upper end position of riser Wave energy spectrum S ( w ) Transfer functionG ...
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