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 39
... to realize Mega - Float against various waves . Depth , length , breadth , and arrangement of wave energy absorbing device are changed as parameters . In this study , wave height which reaches wave energy. 39 Copyright 2001 by ASME.
... to realize Mega - Float against various waves . Depth , length , breadth , and arrangement of wave energy absorbing device are changed as parameters . In this study , wave height which reaches wave energy. 39 Copyright 2001 by ASME.
Page 90
... Wave Height into VLFS The incident wave height into VLFS through the 3rd submerged plate can be estimated by using measured elastic response in the VLFS test and the sub - plate VLFS test as follows : Initial Condition Clearance between ...
... Wave Height into VLFS The incident wave height into VLFS through the 3rd submerged plate can be estimated by using measured elastic response in the VLFS test and the sub - plate VLFS test as follows : Initial Condition Clearance between ...
Page 358
... wave height and wave period Fig.6 Comparison between measured wave height and COMEINS prediction Sig. Probability breakwater's effect . Besides the wave forecast and hindcast mentioned above , relative wave heights at six points around ...
... wave height and wave period Fig.6 Comparison between measured wave height and COMEINS prediction Sig. Probability breakwater's effect . Besides the wave forecast and hindcast mentioned above , relative wave heights at six points around ...
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