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 139
The analysis procedure has three basic steps : 1. Calculate the hydrodynamic loads ( diffraction forces and hydrodynamic coefficients ) of the MOB using the N- body or generalized modes solution of a hydrodynamic analysis code such as ...
The analysis procedure has three basic steps : 1. Calculate the hydrodynamic loads ( diffraction forces and hydrodynamic coefficients ) of the MOB using the N- body or generalized modes solution of a hydrodynamic analysis code such as ...
Page 369
... analysis for very large floating structures ( VLFS ) have been developed and put into practical use in recent years . However , it is difficult to more precisely model the hydroelastic analysis as is required for stress analysis because ...
... analysis for very large floating structures ( VLFS ) have been developed and put into practical use in recent years . However , it is difficult to more precisely model the hydroelastic analysis as is required for stress analysis because ...
Page 375
... analysis with more detailed modeling is available , such errors at the stress analysis will be considerably reduced . ( 2 ) Evaluation of stress at hollow structures As pointed out in the examples of calculation , stresses due to shear ...
... analysis with more detailed modeling is available , such errors at the stress analysis will be considerably reduced . ( 2 ) Evaluation of stress at hollow structures As pointed out in the examples of calculation , stresses due to shear ...
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