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 33
... regular waves of maximum height H of 0.3m at a wave period T of 1.7 seconds ; and irregular waves of significant wave height H of 0.17m at a period Tp of 1.9 seconds . Sloping beaches provide wave absorption , and after the waves stop ...
... regular waves of maximum height H of 0.3m at a wave period T of 1.7 seconds ; and irregular waves of significant wave height H of 0.17m at a period Tp of 1.9 seconds . Sloping beaches provide wave absorption , and after the waves stop ...
Page 295
Vertical displacement ( m ) 1.00 0.50 0.00 -0.50 --- Landing in regular wave ( t = 20 ~ 32.5 sec . ) t = 20 sec . -t ... waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the vertical displacements of the runway during taking - off in ...
Vertical displacement ( m ) 1.00 0.50 0.00 -0.50 --- Landing in regular wave ( t = 20 ~ 32.5 sec . ) t = 20 sec . -t ... waves ( 20-32.5 sec . ) Figure 11 and Figure 12 show the vertical displacements of the runway during taking - off in ...
Page 335
... wave height H13 inside a reef in regular wave . Wave angles are 45 , 90 , 135 degrees , respectively . The wave height H * and wave period T * of offshore waves are 0.112m and 1.61s , respectively . The significant double amplitude of ...
... wave height H13 inside a reef in regular wave . Wave angles are 45 , 90 , 135 degrees , respectively . The wave height H * and wave period T * of offshore waves are 0.112m and 1.61s , respectively . The significant double amplitude of ...
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