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 52
... body varies from 1.5cm , 3.0cm to 6.0cm . The model shape of an air chamber unit is illustrated in Fig.2 . The incoming wave conditions are 2.0cm in the wave height , 0.66 to 1.8sec in the wave periods and the water depth of 1.0m . The ...
... body varies from 1.5cm , 3.0cm to 6.0cm . The model shape of an air chamber unit is illustrated in Fig.2 . The incoming wave conditions are 2.0cm in the wave height , 0.66 to 1.8sec in the wave periods and the water depth of 1.0m . The ...
Page 139
... body or generalized modes option of a hydrodynamic analysis code such as HIPAN . For the lumped mass structural model , the N- body option is used for the hydrodynamic analysis and there are 6Nx6N added mass and radiation damping terms ...
... body or generalized modes option of a hydrodynamic analysis code such as HIPAN . For the lumped mass structural model , the N- body option is used for the hydrodynamic analysis and there are 6Nx6N added mass and radiation damping terms ...
Page 333
... BODY IN WAVES ave Figure 8 shows the distribution both the average elevation of floating body Zave in waves and average wave setup n . inside a reef . The wave condition is corresponding to 100 - year return period ( MIR - 2 ) and those ...
... BODY IN WAVES ave Figure 8 shows the distribution both the average elevation of floating body Zave in waves and average wave setup n . inside a reef . The wave condition is corresponding to 100 - year return period ( MIR - 2 ) and those ...
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