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 40
So In this study , L - shaped arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . OWC A - O Mega - Float Structure 1 Wave Direction A - 1 Single Sided Arrangement A - 2 Double Sided ...
So In this study , L - shaped arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . OWC A - O Mega - Float Structure 1 Wave Direction A - 1 Single Sided Arrangement A - 2 Double Sided ...
Page 47
The optimized mooring arrangement is shown in Fig.5 and an example of simulated time series is shown in Fig.6 for the case of regular wave of period 14 sec . Fig.6 shows simulated time series of motions of floating breakwater & Eco ...
The optimized mooring arrangement is shown in Fig.5 and an example of simulated time series is shown in Fig.6 for the case of regular wave of period 14 sec . Fig.6 shows simulated time series of motions of floating breakwater & Eco ...
Page 81
7 Mooring systems and arrangement of mooring lines soom . Weve wind Fig . 8 Arrangement of mooring systems Fig.9 Installation of FBSP Fig . 10 Installation of whole. respectively , to get better performances of a breakwater .
7 Mooring systems and arrangement of mooring lines soom . Weve wind Fig . 8 Arrangement of mooring systems Fig.9 Installation of FBSP Fig . 10 Installation of whole. respectively , to get better performances of a breakwater .
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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