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 57
... RESPONSE OF A VLFS , ” Proceedings of the 3rd International Workshop on
Very Large Floating Structures ( VLFS ' 99 ) ... Study on Edge Shape of Very
Large Floating Structure to Reduce Motion , ” Journal of The Society of Naval
Architects ...
... RESPONSE OF A VLFS , ” Proceedings of the 3rd International Workshop on
Very Large Floating Structures ( VLFS ' 99 ) ... Study on Edge Shape of Very
Large Floating Structure to Reduce Motion , ” Journal of The Society of Naval
Architects ...
Page 317
Structural Analysis ( 1 ) Structural model A rectangular shaped floating structure
is considered . The characteristics of this structure are as follows : a ) Length L =
1700m b ) Width B = 150m c ) Depth D = 10 . 0m * d ) Draught d = 1 .
Structural Analysis ( 1 ) Structural model A rectangular shaped floating structure
is considered . The characteristics of this structure are as follows : a ) Length L =
1700m b ) Width B = 150m c ) Depth D = 10 . 0m * d ) Draught d = 1 .
Page 329
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering Rio de Janeiro ... The distribution of strains and vertical
displacements due to the elastic response of a very large floating structure are ...
Proceedings of OMAE ' 01 20th International Conference on Offshore Mechanics
and Arctic Engineering Rio de Janeiro ... The distribution of strains and vertical
displacements due to the elastic response of a very large floating structure are ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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Common terms and phrases
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