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 49
... applied at the flexjoint on top of the LMRP as shown in Fig . 2. Considering the generic forces FH ( horizontal , + X ) and FV ( vertical , + Z ) applied at the flexjoint the following static equilibrium equations can be written : T'a ...
... applied at the flexjoint on top of the LMRP as shown in Fig . 2. Considering the generic forces FH ( horizontal , + X ) and FV ( vertical , + Z ) applied at the flexjoint the following static equilibrium equations can be written : T'a ...
Page 106
... applied first to the structure . Then the environmental forces associated with the 100 year wave crest were applied incremen- tally until collapse . The cyclic analyses were undertaken to determine if the system strength was degraded ...
... applied first to the structure . Then the environmental forces associated with the 100 year wave crest were applied incremen- tally until collapse . The cyclic analyses were undertaken to determine if the system strength was degraded ...
Page 426
... applied loading steadily increased to magnitudes dic- tating that the material used have a yield strength of at least 350 ksi . The termination end - fittings were machined with conventional and numerically - controlled lathe techniques ...
... applied loading steadily increased to magnitudes dic- tating that the material used have a yield strength of at least 350 ksi . The termination end - fittings were machined with conventional and numerically - controlled lathe techniques ...
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