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 48
... probability distribution of normalised crest heights for R25 ........ O Measurements SWL = 0 10 10 Probability of Exceedance Measurements mean WL = 0 Gaussian surface 3D - Simulation 3D - Simulation plus terms only Figure 14. Test 3 ...
... probability distribution of normalised crest heights for R25 ........ O Measurements SWL = 0 10 10 Probability of Exceedance Measurements mean WL = 0 Gaussian surface 3D - Simulation 3D - Simulation plus terms only Figure 14. Test 3 ...
Page 341
... probability response can be obtained by means of the FORM procedure through an iterative process or interpolation . By inverting this procedure , a very efficient way of estimating values corresponding to a given annual probability of ...
... probability response can be obtained by means of the FORM procedure through an iterative process or interpolation . By inverting this procedure , a very efficient way of estimating values corresponding to a given annual probability of ...
Page 343
... probability characteristic design loads on slender structures , Norsok ( 1999 ) . The structure is then exposed to a Stoke 5th order wave with a height equal to the 102 - probability wave height and an associated wave period . For the ...
... probability characteristic design loads on slender structures , Norsok ( 1999 ) . The structure is then exposed to a Stoke 5th order wave with a height equal to the 102 - probability wave height and an associated wave period . For the ...
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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