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 32
... cables can be varied along the length of the primary cable , it was thought insufficient to model the tow configuration as a single cable system with an extra mass representing the depressor . The authors were unable to find any ...
... cables can be varied along the length of the primary cable , it was thought insufficient to model the tow configuration as a single cable system with an extra mass representing the depressor . The authors were unable to find any ...
Page 36
... cables via the respective tow fish . The cable configuration is divided into a number of cable sub - systems by the fish to give : cable sub - system 1 = node 1 to node 3 ; cable sub - system 2 = node 4 to node 6 ; and cable sub ...
... cables via the respective tow fish . The cable configuration is divided into a number of cable sub - systems by the fish to give : cable sub - system 1 = node 1 to node 3 ; cable sub - system 2 = node 4 to node 6 ; and cable sub ...
Page 183
... cable dynamics during laying and recovery were carried out in this study using a test ca- ble , and the measured items were pressure , temperature at a particular point on the cable , ship speed , cable inci- dent angle , cable pay out ...
... cable dynamics during laying and recovery were carried out in this study using a test ca- ble , and the measured items were pressure , temperature at a particular point on the cable , ship speed , cable inci- dent angle , cable pay out ...
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