Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 18, Part 1American Society of Mechanical Engineers, 1999 - Arctic regions |
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Page ii
... Copyright Act , contact the Copyright Clearance Center ( CCC ) , 222 Rosewood Drive , Danvers , MA 01923 , Tel : 978-750-8400 , www.copyright.com . Requests for special permission or bulk reproduction should be addressed to the ASME ...
... Copyright Act , contact the Copyright Clearance Center ( CCC ) , 222 Rosewood Drive , Danvers , MA 01923 , Tel : 978-750-8400 , www.copyright.com . Requests for special permission or bulk reproduction should be addressed to the ASME ...
Page 527
... 3rd International Symposium on Numerical Ship Hydrodynamics , pages 257-268 , Paris , France , 1981 . 1 CA 80000 80000 14000 13000 $ 15000 COLUMN TYP . ( Draft = 24m ) Copyright ( C ) 1999 by ASME Copyright ( C ) 1999 by ASME 225 20 E. 527.
... 3rd International Symposium on Numerical Ship Hydrodynamics , pages 257-268 , Paris , France , 1981 . 1 CA 80000 80000 14000 13000 $ 15000 COLUMN TYP . ( Draft = 24m ) Copyright ( C ) 1999 by ASME Copyright ( C ) 1999 by ASME 225 20 E. 527.
Page 531
... : HEAVE RESPOSE 50.0 70.0 90.0 130.0 Fig.11b . Beam Sea - 14 s & 15 m Wave 700 90.b 100.0 $ 30.0 FIG . 11c . BEAM SEA - 14s & 15 m wave Roll - deg Pitch - deg Copyright ( C ) 1999 by ASME Copyright ( C ) 1999 by ASME Forces in Newtons 531.
... : HEAVE RESPOSE 50.0 70.0 90.0 130.0 Fig.11b . Beam Sea - 14 s & 15 m Wave 700 90.b 100.0 $ 30.0 FIG . 11c . BEAM SEA - 14s & 15 m wave Roll - deg Pitch - deg Copyright ( C ) 1999 by ASME Copyright ( C ) 1999 by ASME Forces in Newtons 531.
Contents
HYDRODYNAMIC FORCES | 1 |
OMAE99OFT4071 | 9 |
OMAE99OFT4072 | 19 |
Copyright | |
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amplitude analysis angle applied approach approximately ASME assumed axial boundary buoy buoyancy cable calculated coefficient compared comparison components computed Conference configuration connector considered Copyright cylinder damping defined depending determine developed diameter direction discrete displacement distribution domain drag dynamic effect element Engineering equation experimental experiments expressed falling fatigue Figure floating flow fluid force FPSO frequency function geometry given height horizontal hydrodynamic increase initial International length lift force linear load Marine mass maximum mean measured Mechanics method mode module mooring line motion nonlinear obtained Offshore operation parameters performed period platform position prediction presented pressure problem range relative respectively response riser rope ship shown shows side simulation solution spheres spray stiffness stress structure surface Table tension tests transverse values velocity vertical vessel water depth wave