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 34
The force capture width – and hence the steady mooring displacement cannot safely be predicted from the mean power absorbed . 40 40 20 20 0 0.1 o 0.1 0.15 0.15 02 100 100 80 .O 60 40 40 ) 20 20 0 0.1 0.15 0.1 0 15 0.2 Figure 4 The total ...
The force capture width – and hence the steady mooring displacement cannot safely be predicted from the mean power absorbed . 40 40 20 20 0 0.1 o 0.1 0.15 0.15 02 100 100 80 .O 60 40 40 ) 20 20 0 0.1 0.15 0.1 0 15 0.2 Figure 4 The total ...
Page 83
Furthermore , it is clear that the mean periods of the transmission waves become shorter than the ones of the incident waves as shown in right hand side of Fig . 12. It T01 = 0.93sec , Tp = 1.2 sec 0.004 0.003 Inc. Wave T. Wave E 0.0021 ...
Furthermore , it is clear that the mean periods of the transmission waves become shorter than the ones of the incident waves as shown in right hand side of Fig . 12. It T01 = 0.93sec , Tp = 1.2 sec 0.004 0.003 Inc. Wave T. Wave E 0.0021 ...
Page 225
The main objective of the implemented model is to provide a forecast system of the astronomical tides and meteorologically induced mean sea level variations , with the correspondent current systems . Previsão do Tempo e Estudos ...
The main objective of the implemented model is to provide a forecast system of the astronomical tides and meteorologically induced mean sea level variations , with the correspondent current systems . Previsão do Tempo e Estudos ...
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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