Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
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Page 166
... range of significant wave heights , zero crossing periods and directions . Cumulative distribution functions of system responses due to installation seastates may subsequently be obtained by interpolation of the response matrix . The ...
... range of significant wave heights , zero crossing periods and directions . Cumulative distribution functions of system responses due to installation seastates may subsequently be obtained by interpolation of the response matrix . The ...
Page 350
... range of plus and minus one standard deviation of the top 10 % half peak- to - peak quantities . Throughout the current study , the reduced velocity is defined utilising the still water natural frequency . Prior experimentation has ...
... range of plus and minus one standard deviation of the top 10 % half peak- to - peak quantities . Throughout the current study , the reduced velocity is defined utilising the still water natural frequency . Prior experimentation has ...
Page 375
... range , in rad / s . In this manner , this equation system can be calculated for each interest frequency range . The solution of this system provides the vibrational energy of each subsystem with which the average spatial responses in ...
... range , in rad / s . In this manner , this equation system can be calculated for each interest frequency range . The solution of this system provides the vibrational energy of each subsystem with which the average spatial responses in ...
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Common terms and phrases
amplitude analysis ASME axial barge caisson calculated Campos Basin catenary coefficient comparison computed Conference on Offshore configuration Copyright damping deck diameter diffraction displacement draft drag drag coefficient dynamic effect equations Figure finite element flow fluid force FPSO frequency domain heave hot spot stress hull hydrodynamic installation interaction jacket kips linear load load transfer located longitudinal maximum measured Mechanics and Arctic method mode model test Model-I mooring lines mooring system motion nonlinear numerical obtained Offshore Mechanics offshore structures parameters peak performed Petrobras pipe platform polyester predicted pressure ratio Rayleigh distribution response Reynolds number riser Riser Tensioning S-N curve seastates shear shown in Fig simulation soil spectral spectrum spudcan steel stiffness subsea Table transverse upstream cylinder values velocity velocity potential vertical vessel vibration vortex vortex induced vibrations water depth wave height Weibull distribution Y Force