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 91
... function of xyz W and w which is given by , nx ' ny nz fxyz ( x , y , z ) = ( 2n ) ̄ { | [ own ] | ̄ { exp ( − { { y } ' [ own ] ̄ ' { y } ) { y } = { x } - { Hwn } wn ( 15a ) ( 15b ) where the vector { x } TM = { x , y , z } , { μ ...
... function of xyz W and w which is given by , nx ' ny nz fxyz ( x , y , z ) = ( 2n ) ̄ { | [ own ] | ̄ { exp ( − { { y } ' [ own ] ̄ ' { y } ) { y } = { x } - { Hwn } wn ( 15a ) ( 15b ) where the vector { x } TM = { x , y , z } , { μ ...
Page 167
... function of dimensionless frequency ( V1 , V2 ) for ISSC TLP in bidirectional waves ( B100 , B2 = 45 ° ) . Figure 9 : Sum - frequency pitch moment QTF , G * ( @ 1 , W2 ; B1 , B2 ) , as a function of dimensionless frequency ( V1 , V2 ) ...
... function of dimensionless frequency ( V1 , V2 ) for ISSC TLP in bidirectional waves ( B100 , B2 = 45 ° ) . Figure 9 : Sum - frequency pitch moment QTF , G * ( @ 1 , W2 ; B1 , B2 ) , as a function of dimensionless frequency ( V1 , V2 ) ...
Page 523
... function P ( H , T ) ; was then computed for each sea state . A typical probability density function is shown in Figure 6. The intervals used only for plotting were chosen as 1.0 for AT and AH . • The number of waves in each H , T ...
... function P ( H , T ) ; was then computed for each sea state . A typical probability density function is shown in Figure 6. The intervals used only for plotting were chosen as 1.0 for AT and AH . • The number of waves in each H , T ...
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