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 167
... peaks appear in the dynamic base shear spectrum . One peak occurs at the peak frequency of the input wave spectrum , the other at the natural frequency of the structure owing to the resonant effect of second harmonics of peak waves . In ...
... peaks appear in the dynamic base shear spectrum . One peak occurs at the peak frequency of the input wave spectrum , the other at the natural frequency of the structure owing to the resonant effect of second harmonics of peak waves . In ...
Page 224
... peak strength , while different from the romoulded strength , is in the range of large strains and can be used as an indicator of sensitivity . The post peak indicator , or Spp , is defined as the ratio of peak shear strength to the ...
... peak strength , while different from the romoulded strength , is in the range of large strains and can be used as an indicator of sensitivity . The post peak indicator , or Spp , is defined as the ratio of peak shear strength to the ...
Page 265
... peaks and the associated probability in 3 - hour storm was extrapolated from the 10 - minute time history record . From the Rayleigh peak distribution and peak probability , the expected extreme value was determined . This is justified ...
... peaks and the associated probability in 3 - hour storm was extrapolated from the 10 - minute time history record . From the Rayleigh peak distribution and peak probability , the expected extreme value was determined . This is justified ...
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