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 79
... elements which account for bending as well as membrane stresses . All cross members were modelled as beam elements to account for bending in the members . In reality the structural model contains soil foundation and crack damage is a ...
... elements which account for bending as well as membrane stresses . All cross members were modelled as beam elements to account for bending in the members . In reality the structural model contains soil foundation and crack damage is a ...
Page 281
... elements and the sectional dimensions of these elements are small compared to the wave length . The Morison approach is applied to determine the wave loading on the articulated tower . c ) The interference between the tower elements as ...
... elements and the sectional dimensions of these elements are small compared to the wave length . The Morison approach is applied to determine the wave loading on the articulated tower . c ) The interference between the tower elements as ...
Page 547
... elements , whi- le in axial direction five elements are supposed . In radial direction the number of elements is equal to the number of the subsequent structural layers : e.g. in case of a two - braid hose the number of layers is four ...
... elements , whi- le in axial direction five elements are supposed . In radial direction the number of elements is equal to the number of the subsequent structural layers : e.g. in case of a two - braid hose the number of layers is four ...
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