Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
From inside the book
Results 1-3 of 25
Page 50
... increases in higher elastic modes . In Figs . 12a and 13a , the 2nd - order response increases . Then , the 2nd - oder vertical motion is from 20 to 30 % of the 1st - oder one . But , the power of the response in long period rages is ...
... increases in higher elastic modes . In Figs . 12a and 13a , the 2nd - order response increases . Then , the 2nd - oder vertical motion is from 20 to 30 % of the 1st - oder one . But , the power of the response in long period rages is ...
Page 158
... increases for shorter resonant ducts , longer wave periods and longer exhaust ducts . At the same time , however , and referring to Eq . 2 , these variations give rise to an increased VOLin the resonant air chamber volume . While a ...
... increases for shorter resonant ducts , longer wave periods and longer exhaust ducts . At the same time , however , and referring to Eq . 2 , these variations give rise to an increased VOLin the resonant air chamber volume . While a ...
Page 159
... increases quickly at first for increasing AA , and levels off after a value of about 4. The cost - benefit ratio behaves in a similar way ( Fig . 6.b ) and also does not increase significantly above this value so that it was chosen for ...
... increases quickly at first for increasing AA , and levels off after a value of about 4. The cost - benefit ratio behaves in a similar way ( Fig . 6.b ) and also does not increase significantly above this value so that it was chosen for ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
21 other sections not shown
Other editions - View all
Common terms and phrases
1st-order 2nd-order acoustic amplitude anchor angle Arctic Engineering ASME blade buoy buoyant body cable element cage bottom calculated component compression chamber Copyright deflection diameter distribution Drain Pipeline dynamic equation estimate Figure fish cage flow coefficient fluid function Gauge Number gravity-type grid heave horizontal hydrodynamic hydrodynamic pressure hydroelastic response incident wave irregular waves Japan large floating structures length lift force linear loading located mass mean wave measured Mechanics and Arctic MEGA-FLOAT meters method modal coordinate mode shape mooring force mooring lines mooring system navigation node obtained Ocean Engineering Offshore Mechanics pump Qmax radar RAO(Heave/Wave amp resonant duct response amplitude operators robot semisubmersible sensor shoreline shown in Fig significant wave height simulation spectra spectrum surface Tension Leg tether Theseus towed transponder U-Pipe Bundle unit deck vector vehicle velocity vertical displacement VLFS WaMOS wave conditions wave period wave power wind