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 90
... amplitude of measured bending stress or deflection in the VLFS test Sa amplitude of incident wave in the VLFS test a , amplitude of estimated incident wave : in the sub - plate VLFS test Fig.11 shows the estimated incident wave height ...
... amplitude of measured bending stress or deflection in the VLFS test Sa amplitude of incident wave in the VLFS test a , amplitude of estimated incident wave : in the sub - plate VLFS test Fig.11 shows the estimated incident wave height ...
Page 335
... amplitude of vertical displacement Z1 is smaller than the significant wave height H1 inside the reef . The amplitude of vertical displacement is largest when the wave angle ẞ is 90 degrees because it is easy to enter wave in the wave ...
... amplitude of vertical displacement Z1 is smaller than the significant wave height H1 inside the reef . The amplitude of vertical displacement is largest when the wave angle ẞ is 90 degrees because it is easy to enter wave in the wave ...
Page 358
... amplitudes vs. significant wave heights . Fig.7 illustrates significant double amplitudes of vertical displacements ... amplitude ratio is less than 0.03 . Rij ( 1 ) 1.0 89 0.8 0.6 0.4 0.2 R21 x R13 □ R32 R21 ' R31 ' --R32 ' 0.0 ...
... amplitudes vs. significant wave heights . Fig.7 illustrates significant double amplitudes of vertical displacements ... amplitude ratio is less than 0.03 . Rij ( 1 ) 1.0 89 0.8 0.6 0.4 0.2 R21 x R13 □ R32 R21 ' R31 ' --R32 ' 0.0 ...
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