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 142
Since , HIPAN calculates the pressures on the wetted surface , it is first necessary to convert the pressures on the wetted surfaces to forces at the nodes . This is done by the beam user - elements . The wetted surface associated with ...
Since , HIPAN calculates the pressures on the wetted surface , it is first necessary to convert the pressures on the wetted surfaces to forces at the nodes . This is done by the beam user - elements . The wetted surface associated with ...
Page 196
in the upper layer close to the free surface , attention should be given to this region i.e. Y / D > -1.0 Due to the light density of the oil , the oil leaked below the fore fence would tend to float up to the free surface .
in the upper layer close to the free surface , attention should be given to this region i.e. Y / D > -1.0 Due to the light density of the oil , the oil leaked below the fore fence would tend to float up to the free surface .
Page 204
3.1 Reduction of oil surface movement in the moon - pool In order to see if the surface movement in the moon - pool is affected by the existence of a thin oil layer on the water surface , experiments were carried out while 6.0 kg of C ...
3.1 Reduction of oil surface movement in the moon - pool In order to see if the surface movement in the moon - pool is affected by the existence of a thin oil layer on the water surface , experiments were carried out while 6.0 kg of C ...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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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