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 7
... wave frequency . These structural motions are also generally 180 ° out - of - phase with the wave forces , which are theoretically dominated by the inertia force from the Morison equation . The response to the largest wave ( see wave ...
... wave frequency . These structural motions are also generally 180 ° out - of - phase with the wave forces , which are theoretically dominated by the inertia force from the Morison equation . The response to the largest wave ( see wave ...
Page 316
... waves . Clearly , for " short " waves , the bending moment is inadequate to make the riser follow the wave surface , and for " long " waves , bending stiffness is of little importance and buoyancy causes the riser to follow the wave ...
... waves . Clearly , for " short " waves , the bending moment is inadequate to make the riser follow the wave surface , and for " long " waves , bending stiffness is of little importance and buoyancy causes the riser to follow the wave ...
Page 522
... wave height to wave length is known as the steepness , S , as given by , S = HL = 2πΗ 872 ( 2 ) It is physically possible for waves of a given height to exist with a wide range of associated periods provided that the height to length ...
... wave height to wave length is known as the steepness , S , as given by , S = HL = 2πΗ 872 ( 2 ) It is physically possible for waves of a given height to exist with a wide range of associated periods provided that the height to length ...
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