Proceedings of the ... International Conference on Offshore Mechanics and Arctic Engineering, Volume 2, Parts 1-2American Society of Mechanical Engineers, 2000 - Arctic regions |
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Page 370
... approach ( SAFOP ) ( iii . ) Average of Peaks approach ( irregular wave analysis ) ( iv . ) Stochastic approach ( irregular wave analysis ) . The methodologies for each riser design approach are described in this section . Regular wave ...
... approach ( SAFOP ) ( iii . ) Average of Peaks approach ( irregular wave analysis ) ( iv . ) Stochastic approach ( irregular wave analysis ) . The methodologies for each riser design approach are described in this section . Regular wave ...
Page 371
... approach is that it allows consistency with the irregular wave analytical approach and predicted maximum mooring excursions which have been evaluated in compliance with mooring design code recommendations [ 1 ] , [ 2 ] and illustrated ...
... approach is that it allows consistency with the irregular wave analytical approach and predicted maximum mooring excursions which have been evaluated in compliance with mooring design code recommendations [ 1 ] , [ 2 ] and illustrated ...
Page 373
... approach several long - duration time domain analyses for selected risers were performed in accordance with the Stochastic riser analysis methodology . Also , in order to establish if the efficiency of the Stochastic approach could be ...
... approach several long - duration time domain analyses for selected risers were performed in accordance with the Stochastic riser analysis methodology . Also , in order to establish if the efficiency of the Stochastic approach could be ...
Contents
OCEAN SPACE UTILIZATION AND OFFSHORE TECHNOLOGY | 1 |
OMAE2000OSU OFT3004 | 9 |
OMAE2000OSU OFT3005 | 17 |
Copyright | |
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amplitude analysis angle applied ASME assessment Bay of Campeche beam bending calculated catenary coefficient collision components computed Copyright corresponding corrosion cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated ETCE/OMAE2000 Joint Conference factor failure fatigue damage Figure finite element fluid force FPSO fractile function Gumbel distribution Haltenbanken heave plate horizontal hydrodynamic increase Joint Conference Energy kurtosis LCVA linear load maximum measured method mode mode shape model tests mooring line mooring system motion natural frequency nonlinear obtained offshore structures Offshore Technology Conference parameters peak pipeline platform prediction pressure probability Proceedings of ETCE/OMAE2000 ratio regular wave response riser Riser Tension rope safety shear ship shown simulation soil Spar spar platform spectral spectrum static stiffener stiffness stress surface surge Table tension values variables velocity vertical vessel vibration Vortex Induced Vibration water depth wavelet wavenumber wind