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 169
... period ( s ) ( b ) heave without with significant wave period ( s ) ( c ) roll 0 0.63 0.95 1.27 1.58 ( 4 ) ( 6 ) ( 8 ) ( 10 ) significant wave period ( s ) 1.90 2.21 ( 12 ) ( 14 ) ( d ) yaw the time from the beginning to the end of the ...
... period ( s ) ( b ) heave without with significant wave period ( s ) ( c ) roll 0 0.63 0.95 1.27 1.58 ( 4 ) ( 6 ) ( 8 ) ( 10 ) significant wave period ( s ) 1.90 2.21 ( 12 ) ( 14 ) ( d ) yaw the time from the beginning to the end of the ...
Page 35
... periods of 11.1s and 2.9min represent the spectrum of wind wave and long period wave 1 respectively . The breakwaters are usually designed to prevent wind waves with period of 8-12s . The long period wave component 1 may easily ...
... periods of 11.1s and 2.9min represent the spectrum of wind wave and long period wave 1 respectively . The breakwaters are usually designed to prevent wind waves with period of 8-12s . The long period wave component 1 may easily ...
Page 38
... period wave energy , therefore , is not reduced at the outer part but is significantly reduced at the inner harbor area . The reason of such rapid decrease is expected to be the effects of inner - breakwater B and other small ...
... period wave energy , therefore , is not reduced at the outer part but is significantly reduced at the inner harbor area . The reason of such rapid decrease is expected to be the effects of inner - breakwater B and other small ...
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