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 50
... considered in an analysis of a floating structure with OWC . The analysis of the large rigid structures with an air chamber has been carried out by Pinkster et al . ( 1998 ) and Lee et al . ( 1999 ) . But they did not consider an ...
... considered in an analysis of a floating structure with OWC . The analysis of the large rigid structures with an air chamber has been carried out by Pinkster et al . ( 1998 ) and Lee et al . ( 1999 ) . But they did not consider an ...
Page 71
... considered . The current drag is calculated separately for the column and the lower hull sections . The column section considered extends from the surface of the water to the upper surface of the lower hull ; the section thereunder is ...
... considered . The current drag is calculated separately for the column and the lower hull sections . The column section considered extends from the surface of the water to the upper surface of the lower hull ; the section thereunder is ...
Page 91
... considered . Fmax ( N ) Fmax ( N ) 876543210 0 8765432 O • 20 20 Mooring Force ( No.2 ) Maximum Steady Value 40 60 80 100 Number of waves Mooring force ( No.5 ) Muximum Steady Value 1 20 40 60 80 100 Number of waves Wave Figure 12 ...
... considered . Fmax ( N ) Fmax ( N ) 876543210 0 8765432 O • 20 20 Mooring Force ( No.2 ) Maximum Steady Value 40 60 80 100 Number of waves Mooring force ( No.5 ) Muximum Steady Value 1 20 40 60 80 100 Number of waves Wave Figure 12 ...
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