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 10
... maximum values are very important , the discussion is restricted to the numerical results for maximum values of vertical and horizontal forces . 90.0 ° 50 F ( kN ) 135.0 ° 40 00 30 30 20 20 10 180.0 ° 225.0 ° 100 10 20 20 00 45.0 ° 30 ...
... maximum values are very important , the discussion is restricted to the numerical results for maximum values of vertical and horizontal forces . 90.0 ° 50 F ( kN ) 135.0 ° 40 00 30 30 20 20 10 180.0 ° 225.0 ° 100 10 20 20 00 45.0 ° 30 ...
Page 224
... maximum initial line tension : 1500 kN ; 1 4.63E + 06 814.32 4.37E + 08 maximum vertical tension on the line : 3000 kN ; 3 2 4.41E + 06 27.87 9.65E + 07 maximum offset : 10 % of water depth ; • maximum horizontal distance to anchor ...
... maximum initial line tension : 1500 kN ; 1 4.63E + 06 814.32 4.37E + 08 maximum vertical tension on the line : 3000 kN ; 3 2 4.41E + 06 27.87 9.65E + 07 maximum offset : 10 % of water depth ; • maximum horizontal distance to anchor ...
Page 322
... maximum axial stress minimum and the minimum stress is 0.45 GPa . CONCLUSION In order to reduce the maximum axial stress produced in the pipe string for mining manganese nodules from deep sea floors , a two - stepped pipe string with ...
... maximum axial stress minimum and the minimum stress is 0.45 GPa . CONCLUSION In order to reduce the maximum axial stress produced in the pipe string for mining manganese nodules from deep sea floors , a two - stepped pipe string with ...
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