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 214
... computed from the equation d = do do - dr2 + ( 15 ) d , 2G Ως T ( 11 ) If the cable is assumed to be rigidly connected to the vessel then the rotations of the vessel are transmitted directly to the cable connection point . The applied ...
... computed from the equation d = do do - dr2 + ( 15 ) d , 2G Ως T ( 11 ) If the cable is assumed to be rigidly connected to the vessel then the rotations of the vessel are transmitted directly to the cable connection point . The applied ...
Page 32
... Computed and laboratory data for MAST using H ( 1/3 ) and T ( 1/3 ) - intermediate profile ( 1 ) For the case of BDPR , the use of both approaches for random wave modeling leads to the same qualitative pattern of beach deformation ...
... Computed and laboratory data for MAST using H ( 1/3 ) and T ( 1/3 ) - intermediate profile ( 1 ) For the case of BDPR , the use of both approaches for random wave modeling leads to the same qualitative pattern of beach deformation ...
Page 59
... computed water surface elevation at the water depth of 20 m by the above method . According to the figure , this ... computed examples of the spatial variation of the nodal points of the water surface and the body surface in the total ...
... computed water surface elevation at the water depth of 20 m by the above method . According to the figure , this ... computed examples of the spatial variation of the nodal points of the water surface and the body surface in the total ...
Contents
HYDRODYNAMIC FORCES | 1 |
The Irregular Breaking Wave Forces on Vertical Wall | 13 |
Steady Drift Forces and Yaw Moment Due to Waves With Slow Current | 47 |
Copyright | |
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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