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 85
... fixed plat- form and a jack - up drilling platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with finite element analyses and other dynamic analyses . In addition , dynamic dis ...
... fixed plat- form and a jack - up drilling platform with foundation mat and presents the results of testing and analysis . Comparisons have been made with finite element analyses and other dynamic analyses . In addition , dynamic dis ...
Page 165
... 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 levels due to random waves is indicated by ...
... 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 levels due to random waves is indicated by ...
Page 254
... fixed at 9.0 cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a con- trolled system in calm water . The top diagram shows a time history of the free motion of the system fixed ...
... fixed at 9.0 cm . RESULTS Figure 7 shows a comparison between the response of the uncontrolled system and the response of a con- trolled system in calm water . The top diagram shows a time history of the free motion of the system fixed ...
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 buoy buoyancy cable caisson calculated coefficient compliant tower components Conference on Offshore curve damage diameter displacement drag coefficient drilling dynamic effect equation equipment fatigue Figure finite element flexible floating production flow function horizontal hydrodynamic installation jacket kips length linear 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 Fig 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