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 411
... ratio from 0.5 to 1 Fig.6 shows that plates with aspect ratio up to 1.5 show a direct ncrease in maximum strength with the increase in aspect ratio . This means that for aspect ratio values up to 1.5 the unloaded edges have a similar ...
... ratio from 0.5 to 1 Fig.6 shows that plates with aspect ratio up to 1.5 show a direct ncrease in maximum strength with the increase in aspect ratio . This means that for aspect ratio values up to 1.5 the unloaded edges have a similar ...
Page 412
... ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic effects and thus are highly dependent on the length of the unloaded edges . The earlier the ...
... ratio in the range of B > 1.5 . This is consistent with the fact that the more slender plates have their collapse mechanism dominated by elastic effects and thus are highly dependent on the length of the unloaded edges . The earlier the ...
Page 429
a ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates that the Test or FE Strength exceeds the predicted strength . Obviously , a ratio 1.0 is desirable . For each prediction equation and each database ...
a ratio of 1.0 indicates perfect agreement , while a ratio greater than 1.0 indicates that the Test or FE Strength exceeds the predicted strength . Obviously , a ratio 1.0 is desirable . For each prediction equation and each database ...
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