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 39
... speed . Retaining the leading - order terms in the current speed , the potential is obtained as the solutions of two sets of integral equations which only contain the Green's function at zero current speed . Thus , the solutions can be ...
... speed . Retaining the leading - order terms in the current speed , the potential is obtained as the solutions of two sets of integral equations which only contain the Green's function at zero current speed . Thus , the solutions can be ...
Page 46
... speed U 1ms - 1 . Only the case where the current direction coincides with that of the incident wave ( i.e. , ẞ = 0 ) was considered . This means that the positive Fn represents the head wave , while the negative one the follower wave ...
... speed U 1ms - 1 . Only the case where the current direction coincides with that of the incident wave ( i.e. , ẞ = 0 ) was considered . This means that the positive Fn represents the head wave , while the negative one the follower wave ...
Page 187
... speed , otherwise it is impossible to keep the proper cable slack . Figure 9 showed the real laying situation well ... speed mea- sured continuously with a GPS . Heaving ( m / s ) -10 10 10 Tension ( kg ) 4000 3500 3000 2500 2000 1500 ...
... speed , otherwise it is impossible to keep the proper cable slack . Figure 9 showed the real laying situation well ... speed mea- sured continuously with a GPS . Heaving ( m / s ) -10 10 10 Tension ( kg ) 4000 3500 3000 2500 2000 1500 ...
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