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 145
... compared with others FPSOs installed worldwide , the FPSOS mentioned here show some peculiarities : big storage capacity , since four of them are VLCCs ( Very Large Crude Carriers ) ; great expected production , with most of them ...
... compared with others FPSOs installed worldwide , the FPSOS mentioned here show some peculiarities : big storage capacity , since four of them are VLCCs ( Very Large Crude Carriers ) ; great expected production , with most of them ...
Page 376
... compared to pile ' S ' for KC number less than 10 and the percentage increase in Cm is of the order of 150 % . For KC greater than 10 the pile ' C ' predicts a lower value of Cm compared to the isolated pile . ( 3 ) When the wave ...
... compared to pile ' S ' for KC number less than 10 and the percentage increase in Cm is of the order of 150 % . For KC greater than 10 the pile ' C ' predicts a lower value of Cm compared to the isolated pile . ( 3 ) When the wave ...
Page 42
... compared with experimental wave force . To calculate wave force , numerically simulated wave power spectrum using by equation ( 6 ) without considering side wall effects for time saving is used as shown in Figure 12 . each In this paper ...
... compared with experimental wave force . To calculate wave force , numerically simulated wave power spectrum using by equation ( 6 ) without considering side wall effects for time saving is used as shown in Figure 12 . each In this paper ...
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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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