Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 15American Society of Mechanical Engineers, 1996 - Arctic regions |
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Page 75
Different values of hawser length were used in the simulation tests since this is the only design variable that had not been defined yet . It is known , on the other hand , that the tandem system performance , like it occurs with the ...
Different values of hawser length were used in the simulation tests since this is the only design variable that had not been defined yet . It is known , on the other hand , that the tandem system performance , like it occurs with the ...
Page 170
... values given in API RP2A , most of the values listed in Table 1 are smaller than the recommended blockage factors for 8 piles . No blockage factor values are specified for structures with more than 8 piles in the main text of API ...
... values given in API RP2A , most of the values listed in Table 1 are smaller than the recommended blockage factors for 8 piles . No blockage factor values are specified for structures with more than 8 piles in the main text of API ...
Page 235
... values correspond to BSL and BDL respectively . Figure 8 shows the relation between the values of CRS and CRC with respect to the parameter N ( 0 ° ≤ N ≤ 50 ° ) for geometry point G2 . Also shown in Figure 8 are the rates of ƏCRS ...
... values correspond to BSL and BDL respectively . Figure 8 shows the relation between the values of CRS and CRC with respect to the parameter N ( 0 ° ≤ N ≤ 50 ° ) for geometry point G2 . Also shown in Figure 8 are the rates of ƏCRS ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
VOLUME IB OFFSHORE TECHNOLOGY | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave increase inertia length linear maximum method mooring line mooring system natural frequency nonlinear North Sea obtained offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser sensor ship shown in Figure simulation solution spectral spectral density stability surface elevation surge Table tanker tension theory TPM system transmission coefficient turbine values velocity velocity potential verification vertical vessel water depth wave drift wave energy wave forces wave frequency wave height wave loading wave period wave power wind wire rope