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 3
... riser tension , mud density , and current surface velocity . This is why it is named Intelligent Riser Estimator . The another merit of neural network is that the system does not down immediately right after the variable signal is lost ...
... riser tension , mud density , and current surface velocity . This is why it is named Intelligent Riser Estimator . The another merit of neural network is that the system does not down immediately right after the variable signal is lost ...
Page 289
... riser collision can be estimated . Finally , an example demonstrates that the risers can tolerate moderate collisions , and it is unnecessary to have riser spacing large enough to avoid riser interference completely INTRODUCTION A top ...
... riser collision can be estimated . Finally , an example demonstrates that the risers can tolerate moderate collisions , and it is unnecessary to have riser spacing large enough to avoid riser interference completely INTRODUCTION A top ...
Page 290
... risers are not the same , for example , a drilling riser adjacent to a production riser , or two production risers with minor weight , tension , and hydrodynamic coefficient variations , then the amplitudes and phases of the motions of ...
... risers are not the same , for example , a drilling riser adjacent to a production riser , or two production risers with minor weight , tension , and hydrodynamic coefficient variations , then the amplitudes and phases of the motions of ...
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