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 51
... determined using a two dimensional potential flow computer program and the Morison type relative motion effects are determined using an empirical approach such as that described by Hooft ( 1972 ) . In this work , we use a single degree ...
... determined using a two dimensional potential flow computer program and the Morison type relative motion effects are determined using an empirical approach such as that described by Hooft ( 1972 ) . In this work , we use a single degree ...
Page 214
... determined for the Rough Field platform [ 1 ] . This is probably due to the different operating conditions , ie , less severe loading conditions . Because the sea state conditions are less severe the ' typical ' spectrum used for this ...
... determined for the Rough Field platform [ 1 ] . This is probably due to the different operating conditions , ie , less severe loading conditions . Because the sea state conditions are less severe the ' typical ' spectrum used for this ...
Page 375
... determined by a method proposed by authors . The coupling between the mooring line and buoy was determined by the requirement of the continuity of the mooring line and buoy at the attach point . The problem was solved numerically ...
... determined by a method proposed by authors . The coupling between the mooring line and buoy was determined by the requirement of the continuity of the mooring line and buoy at the attach point . The problem was solved numerically ...
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