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
... 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 remains valid i.e. the steady force coefficients can be used to ...
... 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 remains valid i.e. the steady force coefficients can be used to ...
Page 341
... measured continuously by ten or twenty minutes interval during the almost measure- ment period . Additionally during the last few months of the obser- vation period , the following measurements were carried out by in - situ monitoring ...
... measured continuously by ten or twenty minutes interval during the almost measure- ment period . Additionally during the last few months of the obser- vation period , the following measurements were carried out by in - situ monitoring ...
Page 358
... measured at the east end of the model . The highest significant wave height in the experiment was H13-1.15m . The accuracy of COMEINS wave prediction system has been verified by comparing predicted wave heights and measured data as ...
... measured at the east end of the model . The highest significant wave height in the experiment was H13-1.15m . The accuracy of COMEINS wave prediction system has been verified by comparing predicted wave heights and measured data as ...
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 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 regular waves rigid 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