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 34
... mean power absorbed by the model by the power density of the wave in watts per metre of wave - front . A force capture width was obtained in an analogous way , by dividing the mean mooring force on the model by the force density of the ...
... mean power absorbed by the model by the power density of the wave in watts per metre of wave - front . A force capture width was obtained in an analogous way , by dividing the mean mooring force on the model by the force density of the ...
Page 83
... mean period is 0.93sec . The lower one is the results of the case that the peak period of the incident waves is 1.55sec : i.e. the mean period is 1.2sec . The transmission coefficient of the former case is 0.4 , and the transmission ...
... mean period is 0.93sec . The lower one is the results of the case that the peak period of the incident waves is 1.55sec : i.e. the mean period is 1.2sec . The transmission coefficient of the former case is 0.4 , and the transmission ...
Page 225
... mean sea level variations , with the correspondent current systems . INTRODUCTION The southern part of South - American coast on the Atlantic Ocean is frequently affected by synoptic and mesoscale atmospheric systems , which can induce ...
... mean sea level variations , with the correspondent current systems . INTRODUCTION The southern part of South - American coast on the Atlantic Ocean is frequently affected by synoptic and mesoscale atmospheric systems , which can induce ...
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