Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 4
... peak of 0.167 Hz are relatively domi- nant over those for waves having a spectral peak of 0.0557 Hz and thus the inertia force dominates over the drag force . Indeed , the inertia force is responsible for nearly 80 % of the displacement ...
... peak of 0.167 Hz are relatively domi- nant over those for waves having a spectral peak of 0.0557 Hz and thus the inertia force dominates over the drag force . Indeed , the inertia force is responsible for nearly 80 % of the displacement ...
Page 184
... peak in time ) condition at the centre of the structure . Inertia precedes drag , and peak total force occurs at an intermediate time . The drag force profile is only realistic within ~ 2 seconds about its peak value , due to the use of ...
... peak in time ) condition at the centre of the structure . Inertia precedes drag , and peak total force occurs at an intermediate time . The drag force profile is only realistic within ~ 2 seconds about its peak value , due to the use of ...
Page 185
... peak total force as a function of SPIT magnitude As shown in table 2 , the time of occurrence of the peak total force on Tern ( given a SPIT condition at the sensor ) is a function of sensor location . It is also a function of SPIT ...
... peak total force as a function of SPIT magnitude As shown in table 2 , the time of occurrence of the peak total force on Tern ( given a SPIT condition at the sensor ) is a function of sensor location . It is also a function of SPIT ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave period wave power wind wire rope