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 9
... nonlinear seismic analysis of offshore platforms that accounts for soil nonlinearity , discontinuity condition at pile soil interfaces , energy dissipation through soil radiation damping and structural nonlinear behaviours of the piles ...
... nonlinear seismic analysis of offshore platforms that accounts for soil nonlinearity , discontinuity condition at pile soil interfaces , energy dissipation through soil radiation damping and structural nonlinear behaviours of the piles ...
Page 309
... nonlinear behavior of these complex structures in the nonlinear environment is extremely difficult . The discontinuity in the mooring line stiffness at the equilibrium position due to slackening of the mooring line between tower and ...
... nonlinear behavior of these complex structures in the nonlinear environment is extremely difficult . The discontinuity in the mooring line stiffness at the equilibrium position due to slackening of the mooring line between tower and ...
Page 311
... nonlinear spring coefficients of the mooring line , respectively , I the height of the ALP ; and M , M , the moments due to drag and inertia forces of the waves , respectively . The nonlinear terms of Eqn . ( 3.1 ) is expanded as a ...
... nonlinear spring coefficients of the mooring line , respectively , I the height of the ALP ; and M , M , the moments due to drag and inertia forces of the waves , respectively . The nonlinear terms of Eqn . ( 3.1 ) is expanded as a ...
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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