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 214
... TANKER EEEE Designation Symbol Unit Value Length between perpendiculars LPP m 310.0 Breadth B m 47.2 Depth D m 26.0 ... tanker subject to wind and waves , the low frequency and high frequency tanker motions as well as the behaviour of ...
... TANKER EEEE Designation Symbol Unit Value Length between perpendiculars LPP m 310.0 Breadth B m 47.2 Depth D m 26.0 ... tanker subject to wind and waves , the low frequency and high frequency tanker motions as well as the behaviour of ...
Page 416
... tanker . During the loading operation the tanker bow should remain over a fixed point and weathervane about this point . The ideal tanker bow location corresponds to the mean riser position defined as the point where the riser is in an ...
... tanker . During the loading operation the tanker bow should remain over a fixed point and weathervane about this point . The ideal tanker bow location corresponds to the mean riser position defined as the point where the riser is in an ...
Page 421
... tanker in loaded condition grounding of the riser of the riser trough could occasionally take place . Another problem which occurred when the bow of the tanker was brought too close to the PLEM was that the riser was rubbing against the ...
... tanker in loaded condition grounding of the riser of the riser trough could occasionally take place . Another problem which occurred when the bow of the tanker was brought too close to the PLEM was that the riser was rubbing against the ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin catastrophe sets coefficients collision compliant tower components computed configuration crack crane crane vessel cycles cyclic cylinder damping damping ratio Designer Wave diameter displacement drilling dynamic effects element equation fatigue flexjoint function global heave horizontal hydrodynamic installation ISSC TLP jacket joint lift lift forces linear load kN maximum measured mesh mode model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger Offshore Technology operation oscillation panel parameters platform predicted Quickwave ratio response riser risk shear simulation specimen SSCV Statoil steel stiffness strain stress surge tanker tension tension leg platform transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave period weight weld toe wellhead wind windspeed