Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 16, Part 1American Society of Mechanical Engineers, 1997 - Arctic regions |
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Page 153
... vessel CB = block coefficient of vessel CG = center of gravity of vessel D = draft of vessel DICAS = Differentiated Compliance Anchoring System LOA = overall length of vessel L , LWL = length of vessel yaw angular acceleration of vessel ...
... vessel CB = block coefficient of vessel CG = center of gravity of vessel D = draft of vessel DICAS = Differentiated Compliance Anchoring System LOA = overall length of vessel L , LWL = length of vessel yaw angular acceleration of vessel ...
Page 214
... vessel , and ❤ k ( 0 hi , j ) is the phase angle for the vessel in degree of freedom k and is a function of the wave heading Ο @ j hi and the wave circular frequency The units of the vessel RAOs for both the translational and ...
... vessel , and ❤ k ( 0 hi , j ) is the phase angle for the vessel in degree of freedom k and is a function of the wave heading Ο @ j hi and the wave circular frequency The units of the vessel RAOs for both the translational and ...
Page 326
... Vessel Mooring Arrangement Each of 12 off - vessel catenary legs is made up of a proven high holding power drag embedment anchor , forerunner wire , ground chain , riser wire and platform chain as shown in Fig.5 . It will be deployed by ...
... Vessel Mooring Arrangement Each of 12 off - vessel catenary legs is made up of a proven high holding power drag embedment anchor , forerunner wire , ground chain , riser wire and platform chain as shown in Fig.5 . It will be deployed by ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Underwater Cylindrical Structures | 73 |
Copyright | |
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Common terms and phrases
added mass amplitude analysis anchor angle axial stress breakwater cable caisson calculated catenary components computed configuration cylinder damping diameter diffraction displacement domain drag coefficient dynamic effect element Engineering equation evaluation excitation experimental experiments Fieldbus Figure flow fluid FPSO free surface function Green function guidewire heave horizontal hull hydrodynamic incident wave installation integral interaction irregular waves Japan length linear load matrix maximum measured method mode mooring line mooring system motion nonlinear numerical obtained Ocean Offshore Technology ASME oscillation parameters PETROBRAS piles pipe string pitch moment platform predicted present ratio response riser ship shown in Fig simulation sloshing pressure solution speed stress surge tank Technology ASME 1997 tension Tension Leg Platform theory third order tsunami vector velocity potential vertical vessel vortex shedding water depth wave force wave height wave period wave power