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 127
Each concepts ' cost and schedule was established and simulated using
commercial simulation software to provide ... Proposed by Brown & Root [ 1 ] this
concept consisted of six steel semisubmersible modules rigidly connected to form
a ...
Each concepts ' cost and schedule was established and simulated using
commercial simulation software to provide ... Proposed by Brown & Root [ 1 ] this
concept consisted of six steel semisubmersible modules rigidly connected to form
a ...
Page 186
Eventually , we came up with a concept that should keep transfer rates high
enough to make the offshore container transfer port viable . Essentially , the idea
is to build selfpropelled floating dry docks , which are never pumped dry , so they
...
Eventually , we came up with a concept that should keep transfer rates high
enough to make the offshore container transfer port viable . Essentially , the idea
is to build selfpropelled floating dry docks , which are never pumped dry , so they
...
Page 187
An offshoot of the container port development was an alternate MOB concept that
may prove useful in future MOB development . Finally , the rolling bumper
concept was applied to two different deck floatover concepts . First , the float
through ...
An offshoot of the container port development was an alternate MOB concept that
may prove useful in future MOB development . Finally , the rolling bumper
concept was applied to two different deck floatover concepts . First , the float
through ...
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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