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 210
... obtained by applying any one of a number of available numerical integration routines A rainflow cycle counting routine is then usually employed [ 5 ] to extract the fatigue damaging content of the stress time series at each critical ...
... obtained by applying any one of a number of available numerical integration routines A rainflow cycle counting routine is then usually employed [ 5 ] to extract the fatigue damaging content of the stress time series at each critical ...
Page 272
... obtained by solving a single cylinder problem and regarded as known in the present work . In the case of diffraction prob- lem , P , is trivially null . The unknown interaction coefficient vector P can be obtained in a similar way to ...
... obtained by solving a single cylinder problem and regarded as known in the present work . In the case of diffraction prob- lem , P , is trivially null . The unknown interaction coefficient vector P can be obtained in a similar way to ...
Page 393
... obtained in the previous iteration a trial time history of the loading and hence its harmonics are computed incorporating the nonlinear and the variable stiffness effects . For the resulting linear system ( with augmented damping ) the ...
... obtained in the previous iteration a trial time history of the loading and hence its harmonics are computed incorporating the nonlinear and the variable stiffness effects . For the resulting linear system ( with augmented damping ) the ...
Contents
OFFSHORE MECHANICS AND ARCTIC ENGINEERING | 1 |
Structural Mechanics | 31 |
Hydroelastic and Articulated Structure | 41 |
Copyright | |
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added mass amplitude analysis angle boundary breakwater buoy calculated coefficient components computed cylinder damping deck device displacement drag coefficient drag force drift forces dynamic effect environmental equations factor Figueira da Foz Figure floating airport floating breakwater floating structure flow fluid free surface function hawser heave horizontal hydrodynamic incident wave inertia length linear load cells maximum method Mighty Whale mooring line mooring system motion nonlinear North Sea obtained Ocean offshore structures OMAE optimal oscillating parameters peak platform potential predicted pressure pump random waves resonant response Reynolds number riser scale sensor ship shown simulation spectral spectral density stability surface elevation Table tank 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 period wave power wind wire rope