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 47
This figure shows also the results of twodimensional model experiment which
agree quite well with simulated ones . been ... Three - dimensional model
experiments have been carried out at Ocean Engineering Experimental Tank ( L
= 40m , B ...
This figure shows also the results of twodimensional model experiment which
agree quite well with simulated ones . been ... Three - dimensional model
experiments have been carried out at Ocean Engineering Experimental Tank ( L
= 40m , B ...
Page 92
The model size that we used in the experiment is 1 / 100 of prototype . Fig . A - 1
shows the experimental and calculated results of the wave exciting force acting
on the FBSP . The experimental results are about 50 percent in peak period and
...
The model size that we used in the experiment is 1 / 100 of prototype . Fig . A - 1
shows the experimental and calculated results of the wave exciting force acting
on the FBSP . The experimental results are about 50 percent in peak period and
...
Page 182
However , the discrepancy between the VHC predictions and the experimental
data becomes significant as the current speed and / or weight increase . Bow ,
experiment Bow , VHC freaboard ( In ) Material : Aircraft Grade Plywood ( Birch )
...
However , the discrepancy between the VHC predictions and the experimental
data becomes significant as the current speed and / or weight increase . Bow ,
experiment Bow , VHC freaboard ( In ) Material : Aircraft Grade Plywood ( Birch )
...
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Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
A Ship Maneuvering Control Framework | 111 |
Copyright | |
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amplitude analysis angle applied assumed basin beach bending body bottom breakwater bridge calculated changes characteristics coefficient compared components concept Conference considered construction deformation depth developed direction displacement distribution dynamic effects elastic element Engineering equation evaluate experiment experimental field Figure floating structure flow force frequency function girder hindcast horizontal hydrodynamic hydroelastic International Japan layer length linear load marine mass mean measured Mega-Float method mode modules mooring motion numerical observed obtained ocean offshore operation performance plate predicted present pressure problem Proceedings reduce region regular waves Research respectively response rigid ship shoreline shown shows side significant simulation spectrum storm submerged plate surface Table turbine University vertical displacements VLFS wave energy wave height wave period wind