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 39
In this study , the design maximum significant wave height is supposed to be 12m , and to realize Mega - Float at the viewpoint of structural strength , wave load must be reduced by following ways . Port ( Calm Area ) Runway ( 1 ) ...
In this study , the design maximum significant wave height is supposed to be 12m , and to realize Mega - Float at the viewpoint of structural strength , wave load must be reduced by following ways . Port ( Calm Area ) Runway ( 1 ) ...
Page 90
9 shows the example of time history of the mooring forces on FBSP in irregular waves in the case of 10cm significant wave height and 1.2 seconds mean wave period . The spiky mooring forces are observed . This is the reason why the ...
9 shows the example of time history of the mooring forces on FBSP in irregular waves in the case of 10cm significant wave height and 1.2 seconds mean wave period . The spiky mooring forces are observed . This is the reason why the ...
Page 358
These relative heights were transformed to wave heights subtracting in - situ vertical displacements of the model . Fig.5 shows the total probability distribution of significant wave height and wave period measured at the east end of ...
These relative heights were transformed to wave heights subtracting in - situ vertical displacements of the model . Fig.5 shows the total probability distribution of significant wave height and wave period measured at the east end of ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
Copyright | |
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amplitude analysis angle applied arrangement assumed beam bending body bottom breakwater bridge calculated chamber coefficient compared components concept Conference considered construction deformation depth described developed device direction displacement distribution dynamic effect elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder horizontal hydrodynamic hydroelastic increase International irregular waves Japan layer length linear load maneuvers mass mean measured Mega-Float method mode modules mooring motion observed obtained ocean Offshore operation performance position predicted present pressure problem Proceedings ratio reduce reef region Research respectively response rigid scale ship shown shows side significant simulation spectrum submerged plate surface Table Tokyo turbine University vertical VLFS wave energy wave height wave period wind