Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2001 - Arctic regions |
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Page 32
... linear time - domain computer codes for the body dynamics and non - linear time - domain code for the mooring . For the body dynamics , the linear frequency domain program ( Yemm et al 1998 , 2000 ) adopts a strip theory approach ...
... linear time - domain computer codes for the body dynamics and non - linear time - domain code for the mooring . For the body dynamics , the linear frequency domain program ( Yemm et al 1998 , 2000 ) adopts a strip theory approach ...
Page 137
... Linear Hydrodynamics to Non - linear Structural Analysis of Large Floating Structures Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and. OMAE2001 / OSU - 5025 ABSTRACT David Raj McDermott Technology , Inc ...
... Linear Hydrodynamics to Non - linear Structural Analysis of Large Floating Structures Proceedings of OMAE'01 20th International Conference on Offshore Mechanics and. OMAE2001 / OSU - 5025 ABSTRACT David Raj McDermott Technology , Inc ...
Page 158
... linear simulations performed with y = 1 , we have encoutered a number of large amplitude waves but none exceeds 2.2 H ̧ . H max ΤΗ 3 2.5 S 2 1.5 y = 1 8 O 0003-4 ) H / H TNLS max S H / H LINEAR max S H /H=2.2 max S 1 0.008 0.012 0.016 α ...
... linear simulations performed with y = 1 , we have encoutered a number of large amplitude waves but none exceeds 2.2 H ̧ . H max ΤΗ 3 2.5 S 2 1.5 y = 1 8 O 0003-4 ) H / H TNLS max S H / H LINEAR max S H /H=2.2 max S 1 0.008 0.012 0.016 α ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef regular waves rigid Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind