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 ху 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 ху 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 |
An Analytical Model for Barge Collisions With Rigid Structures | 29 |
Copyright | |
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acceptance criteria added mass ALARP amplitude analysis angle Axial load barge behaviour bending buckling buoy calculated Campos Basin coefficients collision compliant tower components compression computed configuration crack crane vessel curve cycles cyclic cylinder damping damping ratio diameter displacement drilling dynamic effects element equation fatigue function global heave horizontal hydrodynamic installation ISSC TLP joint lift forces linear load kN maximum measured mesh method model test mooring line motion natural frequency nonlinear obtained Ocean Ocean Ranger OMAE operation oscillation parameters platform predicted Quickwave ratio regular waves response riser risk shear simulation specimen spectrum SSCV Statoil steel stiffener stiffness strain stress surface surge tanker tension tension leg platforms transverse tube tubular USFOS values velocity vertical vessel vibration vortex induced vibrations vortex shedding water depth wave forces wave height wave loading wave period weld toe wellhead wind windspeed