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 155
... mooring liner is given from Figure 2 as follows : = ยท ly = leff + d = leff + l ' - l . Tp = PRT + Ph . ( 17 ) Mooring Line Drag Forces : The drag forces in the surge and sway directions Fxd and Fyd on each of the mooring lines are of ...
... mooring liner is given from Figure 2 as follows : = ยท ly = leff + d = leff + l ' - l . Tp = PRT + Ph . ( 17 ) Mooring Line Drag Forces : The drag forces in the surge and sway directions Fxd and Fyd on each of the mooring lines are of ...
Page 158
... mooring line pretension . As shown in Figure 3 , the system is stable for ( PRT ) fwd = 0.15 and 0.20 ABS under all current directions . These values of pretension also satisfy the requirements for the maximum relative horizontal ...
... mooring line pretension . As shown in Figure 3 , the system is stable for ( PRT ) fwd = 0.15 and 0.20 ABS under all current directions . These values of pretension also satisfy the requirements for the maximum relative horizontal ...
Page 235
... mooring line in the mooring system . The calculation were made by a frequency domain method , which can handle the nonlinear effect of the mooring line as well as the floating body up to second order . The mooring system and floating ...
... mooring line in the mooring system . The calculation were made by a frequency domain method , which can handle the nonlinear effect of the mooring line as well as the floating body up to second order . The mooring system and floating ...
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