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 213
... calculated using a suitable analysis procedure . The fatigue damage and life can then be estimated using the methods described earlier . The stages of the time history analysis procedure are given below . Stages ( 4 ) to ( 7 ) were ...
... calculated using a suitable analysis procedure . The fatigue damage and life can then be estimated using the methods described earlier . The stages of the time history analysis procedure are given below . Stages ( 4 ) to ( 7 ) were ...
Page 297
... calculated results of the numerical simulations will be presented in a common format regarding wave height and periods . The results related to irregular waves have been calculated using a one parameter Pierson Moscowits spectrum using ...
... calculated results of the numerical simulations will be presented in a common format regarding wave height and periods . The results related to irregular waves have been calculated using a one parameter Pierson Moscowits spectrum using ...
Page 356
... calculated cummulative distribution function , F , ( t ) , for line 7 ( highest loading ) for the BASE CASE . Both the sample distribution and the fitted Weibull distribution are shown . heading different from the wave direction . As a ...
... calculated cummulative distribution function , F , ( t ) , for line 7 ( highest loading ) for the BASE CASE . Both the sample distribution and the fitted Weibull distribution are shown . heading different from the wave direction . As a ...
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