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 101
... presented in Fig . 20 , while the standard deviation of some results are presented as a bar graph in Fig . 21. Shock cell results are presented in terms of percentage of load transfer . Predicted and measured results agree very well ...
... presented in Fig . 20 , while the standard deviation of some results are presented as a bar graph in Fig . 21. Shock cell results are presented in terms of percentage of load transfer . Predicted and measured results agree very well ...
Page 260
... presented in [ 8,9 ] and further studies in [ 6,7 ] , in order to gradually advance towards a fully coupled and integrated design methodology Therefore , the analyses presented in this work can be seen as one step of a " hybrid ...
... presented in [ 8,9 ] and further studies in [ 6,7 ] , in order to gradually advance towards a fully coupled and integrated design methodology Therefore , the analyses presented in this work can be seen as one step of a " hybrid ...
Page 388
... presented in Table 1 and Fig . 2. The direction is referred to as clockwise when the model is viewed from above , and 0 ° is towards the wave propagation . The wave measurements that were chosen for use in this research study were those ...
... presented in Table 1 and Fig . 2. The direction is referred to as clockwise when the model is viewed from above , and 0 ° is towards the wave propagation . The wave measurements that were chosen for use in this research study were those ...
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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