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 441
... tension along a polyester rope is expected to be insignificant and we may approximate the tension along the whole rope by the tension at its upper end . Knowing the load in a rope , the empirical formula given in ( 2 ) is employed to ...
... tension along a polyester rope is expected to be insignificant and we may approximate the tension along the whole rope by the tension at its upper end . Knowing the load in a rope , the empirical formula given in ( 2 ) is employed to ...
Page 533
... Tension Tension Tension Tension Tension Tension Tension Tension Kips Kips Kips Kips Kips Kips Kips Kips 1 A ' Lower - 1 99 515 115 516 124 531 133 492 2 B ' Lower - 2 100 572 117 463 127 457 137 541 3 C ' Lower - 3 101 604 119 551 130 ...
... Tension Tension Tension Tension Tension Tension Tension Tension Kips Kips Kips Kips Kips Kips Kips Kips 1 A ' Lower - 1 99 515 115 516 124 531 133 492 2 B ' Lower - 2 100 572 117 463 127 457 137 541 3 C ' Lower - 3 101 604 119 551 130 ...
Page 534
... Tension Tension Tension Tension 7.3 Kn Current 7.3 Kn Current 7.3 Kn Current Pretension : 300kip❘ Pretension : 350kip❘ Pretension : 400kip Static Dynamic Static Dynamic Static Dynamic Tension Tension Tension Tension Tension Tension ...
... Tension Tension Tension Tension 7.3 Kn Current 7.3 Kn Current 7.3 Kn Current Pretension : 300kip❘ Pretension : 350kip❘ Pretension : 400kip Static Dynamic Static Dynamic Static Dynamic Tension Tension Tension Tension Tension Tension ...
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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