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 189
... considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of the 1957 earthquake were included in the derivation of the recurrence curves , which was the case for this analysis . These ...
... considered to be an acceptable approximation to the clustering phenomenon provided the dependent events of the 1957 earthquake were included in the derivation of the recurrence curves , which was the case for this analysis . These ...
Page 289
... considered as an evolvement of the Guyed Tower concept have received considerable attention of late . This paper will consider response of a compliant tower ( The Compliant Composite Leg Platform , CCLP ) which does not include mass ...
... considered as an evolvement of the Guyed Tower concept have received considerable attention of late . This paper will consider response of a compliant tower ( The Compliant Composite Leg Platform , CCLP ) which does not include mass ...
Page 546
... considered in the reinforcing plies - the bending and torsional stiffness of the fibres are neglected . The wires are considered as volumeless one di- mensional media having zero cross - section . The whole volume of the reinforced ...
... considered in the reinforcing plies - the bending and torsional stiffness of the fibres are neglected . The wires are considered as volumeless one di- mensional media having zero cross - section . The whole volume of the reinforced ...
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