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 37
... Mega - Float structure is expanded further by reducing wave load . So far the pontoon - type Mega - Float is assumed to be installed at comparatively calmer sea such as in the bay or backside of breakwater , even though the semi ...
... Mega - Float structure is expanded further by reducing wave load . So far the pontoon - type Mega - Float is assumed to be installed at comparatively calmer sea such as in the bay or backside of breakwater , even though the semi ...
Page 45
... Mega- Float , feasibility studies on new type Mega - Float , which can be installed at more deep and severe sea state have been conducted . This Mega - Float is equipped with wave energy absorbing device around the periphery of main box ...
... Mega- Float , feasibility studies on new type Mega - Float , which can be installed at more deep and severe sea state have been conducted . This Mega - Float is equipped with wave energy absorbing device around the periphery of main box ...
Page 355
... MEGA - FLOAT PHASE - II MODEL Kentaro Kobayashi / Sumitomo Heavy Industries , Ltd. , Yokosuka , Japan Shinzo Okada / Sumitomo Heavy Industries , Ltd. , Hiratsuka , Japan Chiaki Sato / Technological Research Association of Mega - Float ...
... MEGA - FLOAT PHASE - II MODEL Kentaro Kobayashi / Sumitomo Heavy Industries , Ltd. , Yokosuka , Japan Shinzo Okada / Sumitomo Heavy Industries , Ltd. , Hiratsuka , Japan Chiaki Sato / Technological Research Association of Mega - Float ...
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