Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
From inside the book
Results 1-3 of 80
Page 257
... given by Obokata - OCIMF and modified Takashina models , are shown in Figure 5 to 10 . The following parameter values were used in these tests : hawser lenght = 60m Vc = 1 m / s Vw = 18 m / s Ψ . - Ψω = 0 ° C ( worst condition ) Figure ...
... given by Obokata - OCIMF and modified Takashina models , are shown in Figure 5 to 10 . The following parameter values were used in these tests : hawser lenght = 60m Vc = 1 m / s Vw = 18 m / s Ψ . - Ψω = 0 ° C ( worst condition ) Figure ...
Page 403
... given for T - 4 The hydrodynamic drag on the i - th node is expressed as one- half of each drag acting on the two segments lying on either side of the node . The drag on each segment is assumed to be resolved into two components ...
... given for T - 4 The hydrodynamic drag on the i - th node is expressed as one- half of each drag acting on the two segments lying on either side of the node . The drag on each segment is assumed to be resolved into two components ...
Page 522
... given by [ 11 ] L = = T28 2π tanh ( 2nd ) L ( 1 ) where L and T are wave length and period respectively and d is the water depth .. The ratio of wave height to wave length is known as the steepness , S , as given by , S = HL = 2πΗ 872 ...
... given by [ 11 ] L = = T28 2π tanh ( 2nd ) L ( 1 ) where L and T are wave length and period respectively and d is the water depth .. The ratio of wave height to wave length is known as the steepness , S , as given by , S = HL = 2πΗ 872 ...
Contents
DESIGN OF OFFSHORE STRUCTURES | 1 |
Aarsnes | 11 |
A Novel Design Procedure for Jacket Installations | 19 |
Copyright | |
37 other sections not shown
Other editions - View all
Common terms and phrases
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