Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 1, Parts 1-2American Society of Mechanical Engineers, 2004 - Arctic regions |
From inside the book
Results 1-3 of 72
Page 88
... obtained at UC . 1.359 by Model - II is 0.70 % [ % = { Model - I - Model- II / Model - I * 100 ] smaller than that obtained by Model - 1 , Model - III produces 0.30 % greater load than Model - I and Model - API gives 5.72 % smaller load ...
... obtained at UC . 1.359 by Model - II is 0.70 % [ % = { Model - I - Model- II / Model - I * 100 ] smaller than that obtained by Model - 1 , Model - III produces 0.30 % greater load than Model - I and Model - API gives 5.72 % smaller load ...
Page 201
... obtained initially in the global system is transformed to the local system through vectors constructed from the vector tangent to the analyzed element . The linearization coefficients obtained as well as the linearized forces are taken ...
... obtained initially in the global system is transformed to the local system through vectors constructed from the vector tangent to the analyzed element . The linearization coefficients obtained as well as the linearized forces are taken ...
Page 308
... obtained by using the measured force amplitude with z restricted to be zero . should be noted in Fig . 11. that the lift coefficient is almost zero when frequency ratio is almost one , i.e. , the shedding frequency is almost equal to ...
... obtained by using the measured force amplitude with z restricted to be zero . should be noted in Fig . 11. that the lift coefficient is almost zero when frequency ratio is almost one , i.e. , the shedding frequency is almost equal to ...
Other editions - View all
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