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 159
... direction . The first loop ( A ) is used to construct a response data base and define statistical products ( B ) . The second loop ( C ) uses these statistical products to form the long - term response probabilities . The static load ...
... direction . The first loop ( A ) is used to construct a response data base and define statistical products ( B ) . The second loop ( C ) uses these statistical products to form the long - term response probabilities . The static load ...
Page 322
... direction . According to the theory of Terzaghi of one dimensional consolidation process that the pore pressure in verti- cal direction U2 is U21- Suzdz PH here P Average pressure beneath foundation H Half depth of soft layer of soil ...
... direction . According to the theory of Terzaghi of one dimensional consolidation process that the pore pressure in verti- cal direction U2 is U21- Suzdz PH here P Average pressure beneath foundation H Half depth of soft layer of soil ...
Page 448
... direction that its induced output from sensor two lags that from sensor one by an integral multiple of the delay required to focus the array in the chosen direction , ambiguity will result . In order to minimise this problem it is ...
... direction that its induced output from sensor two lags that from sensor one by an integral multiple of the delay required to focus the array in the chosen direction , ambiguity will result . In order to minimise this problem it is ...
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