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 . 0 . 15 0 . 15 100 0 . 15 0 . 16
Figure 4 The total power RAOs ( kW / m ? ) for pitch and yaw ( left and right ) for ...
The force capture width – and hence the steady mooring displacement - cannot
safely be predicted from the mean power absorbed . 0 . 15 0 . 15 100 0 . 15 0 . 16
Figure 4 The total power RAOs ( kW / m ? ) for pitch and yaw ( left and right ) for ...
Page 83
Y YYYYYYYYYYY MYY YYY Als Aus ДДДДДДДДДД LYYYYYYYYYY MUNAMA
TRA YYYYYY YYYYKI YYYYYY YYY paper has sufficient wave dissipating
capacity from the view point of VLFS safety . Furthermore , it is clear that the
mean ...
Y YYYYYYYYYYY MYY YYY Als Aus ДДДДДДДДДД LYYYYYYYYYY MUNAMA
TRA YYYYYY YYYYKI YYYYYY YYY paper has sufficient wave dissipating
capacity from the view point of VLFS safety . Furthermore , it is clear that the
mean ...
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
Climáticos ...
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
Climáticos ...
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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