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 53
Thus , it is assumed that “ a ” is constant corresponding to a nozzle's ratio . Figures 6 to 8 show the mean water elevation ( or the volume change ) of the air chambers . The calculation results are in good agreement with the ...
Thus , it is assumed that “ a ” is constant corresponding to a nozzle's ratio . Figures 6 to 8 show the mean water elevation ( or the volume change ) of the air chambers . The calculation results are in good agreement with the ...
Page 121
The test results were used to ( 1 ) calibrate the mobilized effective soil friction angle ratio which describes the change in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized ...
The test results were used to ( 1 ) calibrate the mobilized effective soil friction angle ratio which describes the change in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized ...
Page 124
Fig - 3 shows the entire calculated values of the mobilized effective soil friction angle ratio from the small - scale laboratory model tests ( 2 ] and the centrifuge model tests . The solid line in the figure indicates the variation of ...
Fig - 3 shows the entire calculated values of the mobilized effective soil friction angle ratio from the small - scale laboratory model tests ( 2 ] and the centrifuge model tests . The solid line in the figure indicates the variation of ...
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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