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 158
... tensions . In general , it is expected that the resulting dynamical tensions due to slow and fast motions will be about the same , resulting in a total tension lower for the lowest pretensions . This may not always be the case depending ...
... tensions . In general , it is expected that the resulting dynamical tensions due to slow and fast motions will be about the same , resulting in a total tension lower for the lowest pretensions . This may not always be the case depending ...
Page 224
... 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 : 3000m . 3 4.63E + 06 ...
... 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 : 3000m . 3 4.63E + 06 ...
Page 239
RAO of tension ( N / m ) RAO of tension ( N / m ) 4 6 8 10 12 14 frequency ( rad /. 7 calculated • measured • 10 3 2 1 0 18808 RAO of tension ( N / m ) 80 70 00 50 -calculated measured 40 30 20 10 0 0 2 4 6 8 frequency ( rad / s ) 08 O ...
RAO of tension ( N / m ) RAO of tension ( N / m ) 4 6 8 10 12 14 frequency ( rad /. 7 calculated • measured • 10 3 2 1 0 18808 RAO of tension ( N / m ) 80 70 00 50 -calculated measured 40 30 20 10 0 0 2 4 6 8 frequency ( rad / s ) 08 O ...
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