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 51
... dynamic behaviour of offshore platforms subjected to wave loading . A general review of offshore structure , wave loading and their effects on offshore structures are presented . A brief review on the basics of Wavelet analysis is also ...
... dynamic behaviour of offshore platforms subjected to wave loading . A general review of offshore structure , wave loading and their effects on offshore structures are presented . A brief review on the basics of Wavelet analysis is also ...
Page 343
... dynamic amplification may take place . The most extreme waves in the Northern North Sea will have a wave period of ... dynamic amplification factor ( EDAF ) , which we have to multiply the 102 - probability quasi - static load with in ...
... dynamic amplification may take place . The most extreme waves in the Northern North Sea will have a wave period of ... dynamic amplification factor ( EDAF ) , which we have to multiply the 102 - probability quasi - static load with in ...
Page 534
... Dynamic Static Dynamic 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 ...
... Dynamic Static Dynamic 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 ...
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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