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 49
... Washio Marine Technology Department , Japan Marine Science and
Technology Center ( JAMSTEC ) Hiroyuki Osawa Marine Technology
Department , Japan Marine Science and Technology Center ( JAMSTEC )
Yoshinori Nagata Marine ...
... Washio Marine Technology Department , Japan Marine Science and
Technology Center ( JAMSTEC ) Hiroyuki Osawa Marine Technology
Department , Japan Marine Science and Technology Center ( JAMSTEC )
Yoshinori Nagata Marine ...
Page 128
For marine construction projects there are many factors that influence cost and
schedule . Major sources of cost and schedule risks include labor , equipment ,
material , facility availability , third party delays , safety , changes in the design ,
and ...
For marine construction projects there are many factors that influence cost and
schedule . Major sources of cost and schedule risks include labor , equipment ,
material , facility availability , third party delays , safety , changes in the design ,
and ...
Page 209
As a result of the simulation , general variations in marine environment agree
adequately with observation data . Further , through this study , future
assignments to improve the accuracy of the coastal ecosystem model are
discussed .
As a result of the simulation , general variations in marine environment agree
adequately with observation data . Further , through this study , future
assignments to improve the accuracy of the coastal ecosystem model are
discussed .
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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