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 203
accumulated oil in the moon - pool may stick to the wave absorber , which may complicate the oil - recovery operation . intake area and the waterway are bounded by the shallow bottom plate . ( 2 ) As the waves further penetrate into the ...
accumulated oil in the moon - pool may stick to the wave absorber , which may complicate the oil - recovery operation . intake area and the waterway are bounded by the shallow bottom plate . ( 2 ) As the waves further penetrate into the ...
Page 342
During this period , the temporal variation is relatively small , however , it is interesting that warmer water sometimes appears at the bottom layer . It is possible that these phenomena have anything to do with the intermittent ...
During this period , the temporal variation is relatively small , however , it is interesting that warmer water sometimes appears at the bottom layer . It is possible that these phenomena have anything to do with the intermittent ...
Page 371
d ) Shear - bending rigidity of bottom girder : 12EI BOB KB ( 4 ) deformation predominantly occurs at each deck and bottom girder at high shear areas , a high stress could occur in each girder element . A maximum local bending stress ...
d ) Shear - bending rigidity of bottom girder : 12EI BOB KB ( 4 ) deformation predominantly occurs at each deck and bottom girder at high shear areas , a high stress could occur in each girder element . A maximum local bending stress ...
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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