Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 6American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page 27
... represented as , ] { } - { { , - . . } where , ( 6 ) } means Froude - Krylov force , diffraction force and radiation force . Fluid dynamic forces are solved by BEM by means of the Green function of assuming linearized free surface , sea ...
... represented as , ] { } - { { , - . . } where , ( 6 ) } means Froude - Krylov force , diffraction force and radiation force . Fluid dynamic forces are solved by BEM by means of the Green function of assuming linearized free surface , sea ...
Page 66
... represented by the product of ratio which represents the asymmetry and mean pressure coefficient on up- per surface of the rectangular parallelopiped placed on a flat surface . When drag force acting on a large semisubmersible is ...
... represented by the product of ratio which represents the asymmetry and mean pressure coefficient on up- per surface of the rectangular parallelopiped placed on a flat surface . When drag force acting on a large semisubmersible is ...
Page 68
... represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of projected area ratio of a structure and mean pressure coefficient of very large rectangular parallelopiped ...
... represented by that of two - dimensional plate . It is shown that equivalent attack angle can be represented by a function of projected area ratio of a structure and mean pressure coefficient of very large rectangular parallelopiped ...
Contents
VERY LARGE FLOATING STRUCTURE | 1 |
OMAE99OSU3057 | 9 |
OMAE99OSU3058 | 17 |
Copyright | |
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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