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 40
... length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is targeted , total length of wave energy absorbing device is about 100m . When the length of the second device and ...
... length of wave energy absorbing device is found to be about 30 % of wave length in total . So , when wave period of 14s is targeted , total length of wave energy absorbing device is about 100m . When the length of the second device and ...
Page 79
... 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 energy , and thus can enhance the exchange of ...
... 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 energy , and thus can enhance the exchange of ...
Page 127
... length by 92m ( 300ft ) in beam . The total length of this MOB concept is 912m ( 3000ft ) . 2. Steel hinged semisubmersible . McDermott [ 2 ] has proposed a MOB concept that uses a hinged connection to link five modules together . These ...
... length by 92m ( 300ft ) in beam . The total length of this MOB concept is 912m ( 3000ft ) . 2. Steel hinged semisubmersible . McDermott [ 2 ] has proposed a MOB concept that uses a hinged connection to link five modules together . These ...
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