Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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Page 188
... surface zone . The dimensions of the pile was such that the forces is the surface zone was typically in the drag regime . It was shown that waves that had a steep front , and is particular if the waves were breaking as plunging type ...
... surface zone . The dimensions of the pile was such that the forces is the surface zone was typically in the drag regime . It was shown that waves that had a steep front , and is particular if the waves were breaking as plunging type ...
Page 223
... surface buoy on station . Some surface buoys use a very taut mooring either to keep the buoy very close to its deployed location or to minimize the buoy motion . In a number of applications involving surface buoys , such as in wave ...
... surface buoy on station . Some surface buoys use a very taut mooring either to keep the buoy very close to its deployed location or to minimize the buoy motion . In a number of applications involving surface buoys , such as in wave ...
Page 316
... surface , near the water surface or deeply submerged . The case considered here is tow on the water surface . The riser consists of flow lines inside a carrier pipe with syntactic foam in the spaces between the carrier pipe and the flow ...
... surface , near the water surface or deeply submerged . The case considered here is tow on the water surface . The riser consists of flow lines inside a carrier pipe with syntactic foam in the spaces between the carrier pipe and the flow ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed