Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 14American Society of Mechanical Engineers, 1995 - Arctic regions |
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... corresponding to some 16,200 tons at full scale . Because wind loads were not simulated , the deck consisted simply of a wooden box with lead weights placed inside . A total deck weight of 71.4 lb ( 318 N ) was used , corresponding to a ...
... corresponding to some 16,200 tons at full scale . Because wind loads were not simulated , the deck consisted simply of a wooden box with lead weights placed inside . A total deck weight of 71.4 lb ( 318 N ) was used , corresponding to a ...
Page 168
... corresponding QTF in unidirectional waves , H ( w1 , W2 ; B ) , ( B = 0o ) . = Z xy Figure 13 : Ratio of sum - frequency moment QTF , G * ( W1 , W2 ; B1 , B2 ) , for ISSC TLP in bidirectional waves ( B1 = 0 ° , B2 = 45 ° ) to corresponding ...
... corresponding QTF in unidirectional waves , H ( w1 , W2 ; B ) , ( B = 0o ) . = Z xy Figure 13 : Ratio of sum - frequency moment QTF , G * ( W1 , W2 ; B1 , B2 ) , for ISSC TLP in bidirectional waves ( B1 = 0 ° , B2 = 45 ° ) to corresponding ...
Page 246
... corresponds to geometry point G5 ( l / L = 1 , xp / L = 0.5 , Q = 15 ° ) . In Figure 22 , point G5 lies in R - III , corresponding to a limit cycle about equilibrium A. Figure 9 shows a quasi - periodic behavior in which the system ...
... corresponds to geometry point G5 ( l / L = 1 , xp / L = 0.5 , Q = 15 ° ) . In Figure 22 , point G5 lies in R - III , corresponding to a limit cycle about equilibrium A. Figure 9 shows a quasi - periodic behavior in which the system ...
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