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 245
... configuration . When those charts are available , theoretical conclusions can be drawn regarding the system dynamics , thus minimizing the number and length of required time simulations . The set of lines shown in a stability chart is ...
... configuration . When those charts are available , theoretical conclusions can be drawn regarding the system dynamics , thus minimizing the number and length of required time simulations . The set of lines shown in a stability chart is ...
Page 246
... configuration but different pretension ( E1 = 0.06 ) . In these sets , only Regions I - III appear and are drawn ... configuration becomes 1 - SMS - 1 , and 3 - SMS - 1 and 3 - SMS - 2 configurations become 2 - SMS - 1 . Physically ...
... configuration but different pretension ( E1 = 0.06 ) . In these sets , only Regions I - III appear and are drawn ... configuration becomes 1 - SMS - 1 , and 3 - SMS - 1 and 3 - SMS - 2 configurations become 2 - SMS - 1 . Physically ...
Page 419
... configuration and 7 markers at the trough of the lazy wave configuration . The MacReflex coordinate system follows the cameras . During testing the cameras were aligned with the riser at rest in such a way that cameras 1 and 2 monitored ...
... configuration and 7 markers at the trough of the lazy wave configuration . The MacReflex coordinate system follows the cameras . During testing the cameras were aligned with the riser at rest in such a way that cameras 1 and 2 monitored ...
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