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 60
... wind data . It is known that natural winds are not always Gaussian random processes . Nonetheless a Gaussian model can be shown to be useful if it produces conservative engineering predictions . Raw wind data with varying mean ...
... wind data . It is known that natural winds are not always Gaussian random processes . Nonetheless a Gaussian model can be shown to be useful if it produces conservative engineering predictions . Raw wind data with varying mean ...
Page 79
... wind . A typical North Sea wind environment was used in the design . The in- place static analysis was performed for 3 sec gust with 100 year return period ( 96 mph ) . The wind load was combined with the structural , equipment , ice ...
... wind . A typical North Sea wind environment was used in the design . The in- place static analysis was performed for 3 sec gust with 100 year return period ( 96 mph ) . The wind load was combined with the structural , equipment , ice ...
Page 156
... wind ( windward ) and negative roll is rolling into the wind ( leeward ) . Safe Basin Results The results are for the vessel exposed to no wind , wind , wind and mooring and an increasing wave amplitude from one foot to five feet . What ...
... wind ( windward ) and negative roll is rolling into the wind ( leeward ) . Safe Basin Results The results are for the vessel exposed to no wind , wind , wind and mooring and an increasing wave amplitude from one foot to five feet . What ...
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