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 750
... periods for small to moderate crest heights , and constant wave periods for large crest heights . The asymptotic wave period is close to the central period obtained from the first moment of the wave spectrum ( in this case the central ...
... periods for small to moderate crest heights , and constant wave periods for large crest heights . The asymptotic wave period is close to the central period obtained from the first moment of the wave spectrum ( in this case the central ...
Page 799
... periods decreases , while the probability of intermediate wave periods increases , because very long low waves are missed due to higher shorter period waves produces intermediate zero - crossings . In sea states resulting from the ...
... periods decreases , while the probability of intermediate wave periods increases , because very long low waves are missed due to higher shorter period waves produces intermediate zero - crossings . In sea states resulting from the ...
Page 834
... period can be directly read from the seismic hazard curve . Minimum SLE return periods recommended to ensure economic viability of a design , as a function of Consequence Category , are listed in Table 7. If the SLE return period ...
... period can be directly read from the seismic hazard curve . Minimum SLE return periods recommended to ensure economic viability of a design , as a function of Consequence Category , are listed in Table 7. If the SLE return period ...
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