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 ...
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 ...
Page 89
The modified calculation results are also in good agreement with experimental results . ... the present modified calculation method may be satisfactory , and the safety of the system configuration of FBSP is experimentally confirmed .
The modified calculation results are also in good agreement with experimental results . ... the present modified calculation method may be satisfactory , and the safety of the system configuration of FBSP is experimentally confirmed .
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 ...
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 ...
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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