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 39
... device . But it can't be adapted for second row device or after , so bottom - opening type is adapted for them . Orifice Air Chamber Installation Position Wave Barrier Plate Mega - Float OWC Fig.3 : Installation position Table 1 ...
... device . But it can't be adapted for second row device or after , so bottom - opening type is adapted for them . Orifice Air Chamber Installation Position Wave Barrier Plate Mega - Float OWC Fig.3 : Installation position Table 1 ...
Page 40
... device is large and large , effect of reducing wave load is also more and more . In this study , effective length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is ...
... device is large and large , effect of reducing wave load is also more and more . In this study , effective length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is ...
Page 72
... devices . Each mooring device is provided with two fenders on each side of the dolphin crest . This means that a total of four and eight fenders are used in each unidirectional and bi - directional mooring device , respectively . Fig.10 ...
... devices . Each mooring device is provided with two fenders on each side of the dolphin crest . This means that a total of four and eight fenders are used in each unidirectional and bi - directional mooring device , respectively . Fig.10 ...
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