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 315
... string for mining manganese nodules from deep - sea floors by a pump - lift system , the string is assumed to be a two - stepped pipe string with larger diameter in the upper part . Moreover , a buffer and two pump - modules attached to ...
... string for mining manganese nodules from deep - sea floors by a pump - lift system , the string is assumed to be a two - stepped pipe string with larger diameter in the upper part . Moreover , a buffer and two pump - modules attached to ...
Page 319
... string with absorber designed to minimize the axial stress produced in the string in Case 1. It also shows the amplitudes of the buffers attached to the uniform pipe string , optimum stepped pipe string without any absorbers and optimum ...
... string with absorber designed to minimize the axial stress produced in the string in Case 1. It also shows the amplitudes of the buffers attached to the uniform pipe string , optimum stepped pipe string without any absorbers and optimum ...
Page 322
... string in case of using a buffer of the prescribed mass . In case of the buffer of 150 t , for example , the optimum stepped - pipe string with the absorber , whose mass and spring constant are 48 t and 1.19 × 105 N / m , respectively ...
... string in case of using a buffer of the prescribed mass . In case of the buffer of 150 t , for example , the optimum stepped - pipe string with the absorber , whose mass and spring constant are 48 t and 1.19 × 105 N / m , respectively ...
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