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 647
... pipeline corrosion rates for 17-19 years ( Lognormal probability scales ) This is extremely useful data for the prediction of corrosion rates for this particular population of pipelines . Due to the unique characteristics of the ...
... pipeline corrosion rates for 17-19 years ( Lognormal probability scales ) This is extremely useful data for the prediction of corrosion rates for this particular population of pipelines . Due to the unique characteristics of the ...
Page 653
... pipeline . The majority of the pipeline has probabilities of failure of about 1 E - 2 per year . However , there are two sections that have substantially higher probabilities of failure . One section is a low section in the pipeline ...
... pipeline . The majority of the pipeline has probabilities of failure of about 1 E - 2 per year . However , there are two sections that have substantially higher probabilities of failure . One section is a low section in the pipeline ...
Page 770
... Pipeline abandonment activities would be initiated . Vessel would move to a secure location outside the hurricane's path . • Pipeline lying operation continues with pipeline recovery operations . It has been assumed that this event ...
... Pipeline abandonment activities would be initiated . Vessel would move to a secure location outside the hurricane's path . • Pipeline lying operation continues with pipeline recovery operations . It has been assumed that this event ...
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