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 142
... rigid , all the nodes of the structure are tied to the CG of the structure using rigid mass - less beams ( this is accomplished in ABAQUS by the use of BEAM MPCs ) . In addition to the structural beam elements , an additional set of ...
... rigid , all the nodes of the structure are tied to the CG of the structure using rigid mass - less beams ( this is accomplished in ABAQUS by the use of BEAM MPCs ) . In addition to the structural beam elements , an additional set of ...
Page 143
... Rigid SBU Surge Motion ( Beam ) Single SBU Heave 4.00E - 02 3.50E - 02 HIPAN ABAQUS 3.00E - 02 € 2.50E - 02 RMS ( m ) 2.00E - 02 1.50E - 02 1.00E - 02 5.00E - 03 0.00E + 00 0 20 40 60 80 100 Heading ( degrees ) Figure 17 Results for Rigid ...
... Rigid SBU Surge Motion ( Beam ) Single SBU Heave 4.00E - 02 3.50E - 02 HIPAN ABAQUS 3.00E - 02 € 2.50E - 02 RMS ( m ) 2.00E - 02 1.50E - 02 1.00E - 02 5.00E - 03 0.00E + 00 0 20 40 60 80 100 Heading ( degrees ) Figure 17 Results for Rigid ...
Page 163
... rigid body surge , sway , heave , roll , pitch and yaw , and the deformational modes are modes 7 and above . The formulation of all quantities in Eq . ( 1 ) is fairly well- known , except perhaps for that part of the hydrostatic ...
... rigid body surge , sway , heave , roll , pitch and yaw , and the deformational modes are modes 7 and above . The formulation of all quantities in Eq . ( 1 ) is fairly well- known , except perhaps for that part of the hydrostatic ...
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 irregular waves 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 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