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 61
The other consisted of a scale model test of the whole of conceptual design , which is a scale model of a semisub - megafloat moored by multi- catenary lines in offshore zone . This test was carried out to verify feasibility of the ...
The other consisted of a scale model test of the whole of conceptual design , which is a scale model of a semisub - megafloat moored by multi- catenary lines in offshore zone . This test was carried out to verify feasibility of the ...
Page 121
... in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized effective soil friction angle ratio relationship obtained from the smallscale laboratory and medium - scale field tests .
... in soil strength caused by the suction pressure applied during installation and ( 2 ) validate the mobilized effective soil friction angle ratio relationship obtained from the smallscale laboratory and medium - scale field tests .
Page 182
Frooboard vs Vertical Load , Stillwater scale ) illustrate the dependence of the drag force on the current speed and the loading conditions , respectively . VHC predicts the drag force well in the moderate range of the current speeds ...
Frooboard vs Vertical Load , Stillwater scale ) illustrate the dependence of the drag force on the current speed and the loading conditions , respectively . VHC predicts the drag force well in the moderate range of the current speeds ...
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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