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
... arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . Wave Direction A - 0 Mega - Float Structure A - 1 Single Sided Arrangement A - 2 Double Sided Arrangement A - 3 L - Shaped Arrangement A - 4 ...
... arrangement ( A - 3 ) is found to be one of the best selection also from economical viewpoint . Wave Direction A - 0 Mega - Float Structure A - 1 Single Sided Arrangement A - 2 Double Sided Arrangement A - 3 L - Shaped Arrangement A - 4 ...
Page 47
... 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 14sec . Fig.6 shows simulated time series of motions of floating breakwater & Eco - Float and mooring line ...
... 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 14sec . Fig.6 shows simulated time series of motions of floating breakwater & Eco - Float and mooring line ...
Page 61
... arrangement is shown in Fig.3 . The principal dimensions and rigidities are tabulated in Table 2. The principal items of mooring system are given in Table 3. In Fig.4 , as an example of results of structural design , structural member ...
... arrangement is shown in Fig.3 . The principal dimensions and rigidities are tabulated in Table 2. The principal items of mooring system are given in Table 3. In Fig.4 , as an example of results of structural design , structural member ...
Contents
OMAE2001OSU5019 | 93 |
OMAE2001OSU5021 | 101 |
OMAE2001OSU5022 | 111 |
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20th International Conference ABAQUS air chamber amplitude analysis angle Arctic Engineering beam bending breakwater bridge calculated CO₂ coefficient Conference on Offshore connector construction damping deformation developed diffraction distribution drift force dynamic ecosystem model effect elastic response environmental equation experimental FBSP Feb May Aug fence Figure floating breakwater flow freak waves frequency function girder guide vane hindcast HIPAN horizontal hydrodynamic hydroelastic response incident wave irregular waves Japan Large Floating Structures layer linear load maneuvers measured Mechanics and Arctic Mega-Float method Mobile Offshore Base model tests modules moon-pool mooring forces mooring system motion mussels non-linear ocean Offshore Mechanics PETROBRAS phytoplankton predicted RADARSAT-1 reef Rio de Janeiro ship shoreline shown shows significant wave height simulation submerged plate suction Tokyo Bay turbine Uchiumi velocity vertical displacements VLFS water depth wave energy absorbing wave period wave power wind