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 140
... HIPAN solutions for a rigid body are obtained in a straightforward manner without having to calculate the complex mass , damping and stiffness matrices for multiple and / or flexible bodies . Comparisons between the ABAQUS and HIPAN ...
... HIPAN solutions for a rigid body are obtained in a straightforward manner without having to calculate the complex mass , damping and stiffness matrices for multiple and / or flexible bodies . Comparisons between the ABAQUS and HIPAN ...
Page 144
... HIPAN and ABAQUS were also compared . The surge displacement time histories from 1200 seconds to 1400 seconds for the HIPAN and ABAQUS analysis at 45 degree heading are shown in Figures 23 and 24 respectively . The HIPAN time histories ...
... HIPAN and ABAQUS were also compared . The surge displacement time histories from 1200 seconds to 1400 seconds for the HIPAN and ABAQUS analysis at 45 degree heading are shown in Figures 23 and 24 respectively . The HIPAN time histories ...
Page 145
... HIPAN . ABAQUS Lumped Mass Model Details A 5 - SBU lumped mass model was generated in ABAQUS . For this model , the impulse response functions were obtained from an N - body HIPAN analysis of the 5 - SBU model . The heave , roll and ...
... HIPAN . ABAQUS Lumped Mass Model Details A 5 - SBU lumped mass model was generated in ABAQUS . For this model , the impulse response functions were obtained from an N - body HIPAN analysis of the 5 - SBU model . The heave , roll and ...
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