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 333
... WAVES Figure 8 shows the distribution both the average elevation of floating body Zave in waves and average wave ... irregular waves ( SIR - 1 ) . The result for wave direction B - 45 , 90 , 135 degrees are shown in the figure . The ...
... WAVES Figure 8 shows the distribution both the average elevation of floating body Zave in waves and average wave ... irregular waves ( SIR - 1 ) . The result for wave direction B - 45 , 90 , 135 degrees are shown in the figure . The ...
Page 335
... wave in the wave angle . Figure 13 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Z3 and significant wave height H inside a reef in single - directional irregular waves . The significant wave height H1 ...
... wave in the wave angle . Figure 13 ( 1 ) - ( 3 ) show the distribution of significant amplitude of vertical displacement Z3 and significant wave height H inside a reef in single - directional irregular waves . The significant wave height H1 ...
Page 336
... irregular waves ( SIR - 2 series , H1 / 3 * = 0.016m , T * = 1.61s ) and multi - directional irregular waves ( MIR - 3 series , H13 * = 0.016m , T * = 1.72s ) , respectively . In irregular waves , the effect of long period wave ...
... irregular waves ( SIR - 2 series , H1 / 3 * = 0.016m , T * = 1.61s ) and multi - directional irregular waves ( MIR - 3 series , H13 * = 0.016m , T * = 1.72s ) , respectively . In irregular waves , the effect of long period wave ...
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