Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 5American Society of Mechanical Engineers, 2007 - Arctic regions |
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Page 117
... Structure and Gill Cells For the considered example problem , we assumed that the floating structure is made from concrete with density of 1900kg / m3 , Young's modulus of 22.9 GPa and Poisson's ratio of 0.2 . Owing to symmetry of the ...
... Structure and Gill Cells For the considered example problem , we assumed that the floating structure is made from concrete with density of 1900kg / m3 , Young's modulus of 22.9 GPa and Poisson's ratio of 0.2 . Owing to symmetry of the ...
Page 136
... structures . Recently , Duan et al . ( 2002 ) reported that the highest ice load to a vertical faced structure occurred at h ~ 0.2 m with an effective pressure 1.8 MPa . Structures are under development for hydrocarbon production in ice ...
... structures . Recently , Duan et al . ( 2002 ) reported that the highest ice load to a vertical faced structure occurred at h ~ 0.2 m with an effective pressure 1.8 MPa . Structures are under development for hydrocarbon production in ice ...
Page 138
... structure . In such cases , the response experiences amplification and 5 P ( MPa ) ice load might have been overestimated . Ice loads covered by Group are reported from structures which could have influenced the ice load by their own ...
... structure . In such cases , the response experiences amplification and 5 P ( MPa ) ice load might have been overestimated . Ice loads covered by Group are reported from structures which could have influenced the ice load by their own ...
Contents
OCEAN SPACE UTILIZATION | 1 |
OMAE200729521 | 11 |
OMAE200729557 | 17 |
Copyright | |
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26th International Conference aircushion amplitude analysis ASME bathymetry Bay of Fundy beach boundary conditions Bragg scattering breakwater buoy calculated cavitation Coastal coefficient computed Conference on Offshore Copyright 2007 density developed device diameter displacement dynamic effect element equation experimental factor floating body units flow fluid force frequency function gouge grout hydrodynamic ice load increase installed interaction linear Makran marine maximum measured Mechanics and Arctic method monopile motion mussels nonlinear Ocean ocean energy Offshore Mechanics offshore wind turbine optimization parameters pile pipe pipeline platform pontoon potential predicted pressure ratio Research response rotor scale scour depth seabed shown in Figure shrimp significant wave height simulation stray children stress structure Technology tidal power tower tsunami velocity velocity potential vertical Von Mises stress vortex water depth wave energy wave power width wind farms wind speed