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 186
Figure 3 shows the three vessels connected abreast with container ships
enclosed in their wet docks . ( We have applied for a patent on this container
transfer port concept ) . The pedestal cranes transfer the containers directly from
ship to ship ...
Figure 3 shows the three vessels connected abreast with container ships
enclosed in their wet docks . ( We have applied for a patent on this container
transfer port concept ) . The pedestal cranes transfer the containers directly from
ship to ship ...
Page 201
Ship Research Institute , Japan Ship Research Institute , Japan Division Ship
Research Institute , Japan Hiroshi Kagemoto Tsuguki Kinoshita Chikara
Marugame The University of Tokyo The University of Tokyo , The University of
Tokyo Japan ...
Ship Research Institute , Japan Ship Research Institute , Japan Division Ship
Research Institute , Japan Hiroshi Kagemoto Tsuguki Kinoshita Chikara
Marugame The University of Tokyo The University of Tokyo , The University of
Tokyo Japan ...
Page 202
The key issue in the development of the ship is how to subdue the water - surface
movement in the moon - pool . Therefore , the present strategy for the
development of the ship is to attenuate the water - surface movement by use of
certain ...
The key issue in the development of the ship is how to subdue the water - surface
movement in the moon - pool . Therefore , the present strategy for the
development of the ship is to attenuate the water - surface movement by use of
certain ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind