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 33
... Phase A input files SH / FPSO Phase B input files for SH ( S ) & SH ( CS ) 3D and 2D finite element model files Stress plots showing von Mises stress and maximum shear stress of 3D and 2D FE analyses It is important that all relevant ...
... Phase A input files SH / FPSO Phase B input files for SH ( S ) & SH ( CS ) 3D and 2D finite element model files Stress plots showing von Mises stress and maximum shear stress of 3D and 2D FE analyses It is important that all relevant ...
Page 34
Phase A review is to establish the ESFS for the route , transit and site environments . With the trading route history data and the FPSO site environment inputted , the SEAS program module is executed to determine the ẞ factors for the ...
Phase A review is to establish the ESFS for the route , transit and site environments . With the trading route history data and the FPSO site environment inputted , the SEAS program module is executed to determine the ẞ factors for the ...
Page 370
... phase of new platforms . NOISE CONTROL IN DESIGN PHASE Since 1987 , with the beginning of Basic Design of Enchova Oeste Unit for Campos Basin , the Petrobras Research and Development Center ( CENPES ) has been considering noise control ...
... phase of new platforms . NOISE CONTROL IN DESIGN PHASE Since 1987 , with the beginning of Basic Design of Enchova Oeste Unit for Campos Basin , the Petrobras Research and Development Center ( CENPES ) has been considering noise control ...
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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