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 32
... initial stages of preliminary design . The following section illustrates a more typical situation . COMPARING QUICKWAVE WITH DESIGNER WAVE : A TYPICAL DESIGN CYCLE In a normal design cycle little is known about the configuration , and ...
... initial stages of preliminary design . The following section illustrates a more typical situation . COMPARING QUICKWAVE WITH DESIGNER WAVE : A TYPICAL DESIGN CYCLE In a normal design cycle little is known about the configuration , and ...
Page 40
... initial vessel kinetic energy perpendicular to the wall . The initial kinetic energy is calculated using vessel mass , not vessel mass plus added mass , i.e. Evessel - 1/2 M [ V sin ( 0 ) 12. Again the analytic method slightly ...
... initial vessel kinetic energy perpendicular to the wall . The initial kinetic energy is calculated using vessel mass , not vessel mass plus added mass , i.e. Evessel - 1/2 M [ V sin ( 0 ) 12. Again the analytic method slightly ...
Page 241
... initial pretension and ship resistance , R , for the barge and tanker used in the numerical applications with nominal length / L = 1 . The pretension is defined in terms of initial strain using relation ( 41 ) . It should be noted that ...
... initial pretension and ship resistance , R , for the barge and tanker used in the numerical applications with nominal length / L = 1 . The pretension is defined in terms of initial strain using relation ( 41 ) . It should be noted that ...
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