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
amplitude analysis angle applied ASME assumed bending body bottom buoy buoyant cable cage calculated coefficient compared component considered construction Copyright cost deck deflection depth developed diameter direction displacement distribution domain dynamic effect elastic element energy Engineering equation estimate experiment experimental Figure fish floating structure flow fluid frame frequency function given grid horizontal hydrodynamic hydroelastic incident wave increases International Japan length lift force linear loading located mass maximum mean measured Mechanics meters method modal mode mooring motion navigation obtained Ocean Offshore operate period pipeline position presented pressure pump Qmax relative represented resonant respectively response robot scale shoreline shown shows significant simulation spectrum surface surge Table tank tension Theseus towed unit University vehicle velocity vertical wave height wind