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 3
... position ) if is to stop increasing and be kept equal to In practice this control procedure cannot be implemented accurately basically for two reasons : ( i ) the pressure derivative has to be evaluated from pressure readings taken at ...
... position ) if is to stop increasing and be kept equal to In practice this control procedure cannot be implemented accurately basically for two reasons : ( i ) the pressure derivative has to be evaluated from pressure readings taken at ...
Page 108
... position ( m ) Figure 5. MOB - SHIFT , Utilization scenario 5 , run 4/10 , platform 1 , disturbances at zero degrees . The plot represents x - position ( in meters ) versus y - position ( in meters ) . y - position ( meters ) XY - Position ...
... position ( m ) Figure 5. MOB - SHIFT , Utilization scenario 5 , run 4/10 , platform 1 , disturbances at zero degrees . The plot represents x - position ( in meters ) versus y - position ( in meters ) . y - position ( meters ) XY - Position ...
Page 270
... position from the center of the beach since 1995 . Yokohama Tokyo Kannonzaki 5m 10m Chiba 20m 30m ̇20m 40m 10 Makuhari Futtu Kemigawa Inage 2.2 CHARACTERISTICS OF BEACH TOPOGRAPHY We reconnoitered Kemigawa beach to grasp the beach ...
... position from the center of the beach since 1995 . Yokohama Tokyo Kannonzaki 5m 10m Chiba 20m 30m ̇20m 40m 10 Makuhari Futtu Kemigawa Inage 2.2 CHARACTERISTICS OF BEACH TOPOGRAPHY We reconnoitered Kemigawa beach to grasp the beach ...
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