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 203
... Bottom plates in the moon - pool In order to subdue the water movement in the moon - pool , bottom plates were arrayed as shown in Fig.2.5 . Since the plates should hinder the vertical movement of water , the attenuation of the water ...
... Bottom plates in the moon - pool In order to subdue the water movement in the moon - pool , bottom plates were arrayed as shown in Fig.2.5 . Since the plates should hinder the vertical movement of water , the attenuation of the water ...
Page 348
... bottom of the Mega - Float model taken in October 2000 . 1000m Side Bottom PLA North Side PL B PLC PLD Fig . 3 The collection site at the Mega - Float model South Side places . The mussel was collected from the side and the bottom of ...
... bottom of the Mega - Float model taken in October 2000 . 1000m Side Bottom PLA North Side PL B PLC PLD Fig . 3 The collection site at the Mega - Float model South Side places . The mussel was collected from the side and the bottom of ...
Page 371
... bottom girders with neighboring bulkheads , the apparent shear rigidity shown in Fig . 4 and the consequent apparent shear sectional area are given in the followings using the ordinary beam theory : a ) Factor of shear deflection of ...
... bottom girders with neighboring bulkheads , the apparent shear rigidity shown in Fig . 4 and the consequent apparent shear sectional area are given in the followings using the ordinary beam theory : a ) Factor of shear deflection of ...
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