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 35
... predicted steady displacement has been forced to match that measured , by use of the capture width ratio . But since the measured and predicted unsteady motion also agrees so well , it implies that the low- frequency approximation ...
... predicted steady displacement has been forced to match that measured , by use of the capture width ratio . But since the measured and predicted unsteady motion also agrees so well , it implies that the low- frequency approximation ...
Page 96
... predicted by 3 - D LCM as a result of wave breaking and wave fission . The calculated stress exhibits a local minimum at the wave period of 1.6 sec . This is also due to the change in the load distributions obtained by 3 - D LCM ...
... predicted by 3 - D LCM as a result of wave breaking and wave fission . The calculated stress exhibits a local minimum at the wave period of 1.6 sec . This is also due to the change in the load distributions obtained by 3 - D LCM ...
Page 215
... predicted values of total phosphorus against observations of it . 3000 Total Nitrogen 2400 0 5 10 15 20 25 30 Observations ( ° C ) Figure 10. Plot of predicted values of water temperature against observations of it . summer to autumn ...
... predicted values of total phosphorus against observations of it . 3000 Total Nitrogen 2400 0 5 10 15 20 25 30 Observations ( ° C ) Figure 10. Plot of predicted values of water temperature against observations of it . summer to autumn ...
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