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 98
... estimated turret forces and line tension in shallow water . A slight increase of appr . 5 % of extreme turret forces and line tensions is observed for the 2000 m water depth case . 4.6 LF Damping from Moorings and Risers The results in ...
... estimated turret forces and line tension in shallow water . A slight increase of appr . 5 % of extreme turret forces and line tensions is observed for the 2000 m water depth case . 4.6 LF Damping from Moorings and Risers The results in ...
Page 280
... estimated approximately in the low stress range . That is the reason why the issue have not been settled over many years . Considering both the tendency of the figures and Eq . ( 16 ) , it seems there is some regularity between total ...
... estimated approximately in the low stress range . That is the reason why the issue have not been settled over many years . Considering both the tendency of the figures and Eq . ( 16 ) , it seems there is some regularity between total ...
Page 342
... estimated by the following formula . = Σf i = 1 F ( 3 ) Newman ( t ) ( 3 ) MNewman ( t ) = Σ ( 3 ) m at the centre of TLP . i = 1 Newman ( t , xi ) ( 5 ) ( 6 ) Newman ( t , xi ) In regular waves , since the amplitude of physical ...
... estimated by the following formula . = Σf i = 1 F ( 3 ) Newman ( t ) ( 3 ) MNewman ( t ) = Σ ( 3 ) m at the centre of TLP . i = 1 Newman ( t , xi ) ( 5 ) ( 6 ) Newman ( t , xi ) In regular waves , since the amplitude of physical ...
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