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 42
... assumed to be about 14,300MWh in a year . But consumption of electricity in the disposal facility is assumed to be about 1MW , so it can be just supplied by its own generated electricity . 6.5 Demand and Supply of Electricity Fig.12 is ...
... assumed to be about 14,300MWh in a year . But consumption of electricity in the disposal facility is assumed to be about 1MW , so it can be just supplied by its own generated electricity . 6.5 Demand and Supply of Electricity Fig.12 is ...
Page 162
... assumed to be incompressible and inviscid , undergoing irrotational flow . The fluid and structural motions are assumed small . Full structure - fluid - structure interaction is included . To reduce the dimensionality of the problem , a ...
... assumed to be incompressible and inviscid , undergoing irrotational flow . The fluid and structural motions are assumed small . Full structure - fluid - structure interaction is included . To reduce the dimensionality of the problem , a ...
Page 260
... assumed to be inviscid and incompressible and simplified to a three - dimensional potential flow . The hydrodynamic forces acting on the pontoon are calculated by means of the boundary element method , which expresses the flow with free ...
... assumed to be inviscid and incompressible and simplified to a three - dimensional potential flow . The hydrodynamic forces acting on the pontoon are calculated by means of the boundary element method , which expresses the flow with free ...
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