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 17
... given potential on the free surface at Xc the free surface the given normal velocity on the solid boundaries surfaces on which x is known After the integral equations are solved , the fluid velocities can be found without the need of ...
... given potential on the free surface at Xc the free surface the given normal velocity on the solid boundaries surfaces on which x is known After the integral equations are solved , the fluid velocities can be found without the need of ...
Page 181
... given by occurrence of a linear surface maximum at the EMI surface sensor . The velocity sensor is located at a depth of 41m , and its location ( in horizontal plan ) is very close to OP1 in figure 1b . Results are given in figure 2 ...
... given by occurrence of a linear surface maximum at the EMI surface sensor . The velocity sensor is located at a depth of 41m , and its location ( in horizontal plan ) is very close to OP1 in figure 1b . Results are given in figure 2 ...
Page 353
... given . Then the probability of SYSTEM failure is : m Pfsys \ I = 1 II [ 1 - PA FIT , ( 16 ) i = 1 Single link Whole line All links with good quality where Pfi \ Ti given by eq . ( 13 ) , means probability of failure of line no i given ...
... given . Then the probability of SYSTEM failure is : m Pfsys \ I = 1 II [ 1 - PA FIT , ( 16 ) i = 1 Single link Whole line All links with good quality where Pfi \ Ti given by eq . ( 13 ) , means probability of failure of line no i given ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
VOLUME IB | 9 |
FLOATING AND MOORED SYSTEMS I | 49 |
Copyright | |
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added mass amplitude analysis boundary breakwater buoy calculated coefficient components computed cylinder damping damping ratio deck device direction displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz 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 Ocean offshore structures OMAE operations optimal oscillating parameters peak platform predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown in Figure simulation solution spectral spectral density spectrum stability surface elevation 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