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 142
... surface , it is first necessary to convert the pressures on the wetted surfaces to forces at the nodes . This is done by the beam user - elements . The wetted surface associated with each beam user - element is first defined . This ...
... surface , it is first necessary to convert the pressures on the wetted surfaces to forces at the nodes . This is done by the beam user - elements . The wetted surface associated with each beam user - element is first defined . This ...
Page 204
3.1 Reduction of oil surface movement in the moon - pool In order to see if the surface movement in the moon - pool is affected by the existence of a thin oil layer on the water surface , experiments were carried out while 6.0 kg of C ...
3.1 Reduction of oil surface movement in the moon - pool In order to see if the surface movement in the moon - pool is affected by the existence of a thin oil layer on the water surface , experiments were carried out while 6.0 kg of C ...
Page 214
... surface . 35 30 35 30 20 25 15 10 20 20 Observation ( 5.2m ) -Prediction ( 5.0m ) below the sea surface 5 15 3/1 5/23 8/14 11/5 '96 1/27 '97 4/20 7/12 10/3 12/25 Date 3/1 5/23 8/14 11/5 '96 1/27 '97 4/20 7/12 10/3 12/25 Date Figure 3 ...
... surface . 35 30 35 30 20 25 15 10 20 20 Observation ( 5.2m ) -Prediction ( 5.0m ) below the sea surface 5 15 3/1 5/23 8/14 11/5 '96 1/27 '97 4/20 7/12 10/3 12/25 Date 3/1 5/23 8/14 11/5 '96 1/27 '97 4/20 7/12 10/3 12/25 Date Figure 3 ...
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