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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind