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 54
... period and wave velocity on the response of the braced caisson were obtained . The range of each parameter considered in this study is shown in Table 2 . Every parameter in Table 2 was considered in the analyses . For example , at wave ...
... period and wave velocity on the response of the braced caisson were obtained . The range of each parameter considered in this study is shown in Table 2 . Every parameter in Table 2 was considered in the analyses . For example , at wave ...
Page 343
... period ) , and at multiples of this frequency , i.e. 2 , 3 , 40 , ... The load levels associated with the multiple frequencies are rather low , but if they coincide with one of the natural periods of a lightly damped structural system ...
... period ) , and at multiples of this frequency , i.e. 2 , 3 , 40 , ... The load levels associated with the multiple frequencies are rather low , but if they coincide with one of the natural periods of a lightly damped structural system ...
Page 544
... period of a met - ocean variable as the average period of time between exceedance of that value then , P can be defined as : Table 4 : relation between - LN ( -LN ( P ) ) and the return period N Return Period N Р -LN ( -LN ( P ) ) P = 1 ...
... period of a met - ocean variable as the average period of time between exceedance of that value then , P can be defined as : Table 4 : relation between - LN ( -LN ( P ) ) and the return period N Return Period N Р -LN ( -LN ( P ) ) P = 1 ...
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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