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 |
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