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 73
... wave force , respectively . They are derived from Fourier transforms of ... incident angle for waves , wind , and current . Figs . 11 and 12 use Newman ... incident waves and στ 2 its variance . It is very difficult to accurately ...
... wave force , respectively . They are derived from Fourier transforms of ... incident angle for waves , wind , and current . Figs . 11 and 12 use Newman ... incident waves and στ 2 its variance . It is very difficult to accurately ...
Page 79
... incident wave energy and reduce the incident wave length by generating breaking wave and wave fission . The calm sea area is , therefore , created behind the breakwater Furthermore , it can change the wave energy into the steady flow ...
... incident wave energy and reduce the incident wave length by generating breaking wave and wave fission . The calm sea area is , therefore , created behind the breakwater Furthermore , it can change the wave energy into the steady flow ...
Page 90
... Incident 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 ...
... Incident 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 ...
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