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 71
... direction and its perpendicular direction respectively , k , spatial correlation coefficient of fluctuating wind in y - direction , and k2 : spatial correlation coefficient of fluctuating wind in x - direction . Drag coefficients were ...
... direction and its perpendicular direction respectively , k , spatial correlation coefficient of fluctuating wind in y - direction , and k2 : spatial correlation coefficient of fluctuating wind in x - direction . Drag coefficients were ...
Page 213
... direction , and multilevel model , in which the number of the layers is 10 , is adopted in the vertical direction . Evaluation points of the current and the other variables are staggered in each mesh , and the governing equations ...
... direction , and multilevel model , in which the number of the layers is 10 , is adopted in the vertical direction . Evaluation points of the current and the other variables are staggered in each mesh , and the governing equations ...
Page 300
... direction and 36 in y - direction , the number of panels of a breakwater is 100 each at Region I and II in x - direction and 5 in z - direction and the number of panels for matching boundaries is 100 in x - direction , 30 in y ...
... direction and 36 in y - direction , the number of panels of a breakwater is 100 each at Region I and II in x - direction and 5 in z - direction and the number of panels for matching boundaries is 100 in x - direction , 30 in y ...
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