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 292
... energy ) leads to an assessment of possible collision damage . For the steel pipe , the damage normally is a dent . There are a number of empirical equations describing the dent from a concentrated load . For example , the one by ...
... energy ) leads to an assessment of possible collision damage . For the steel pipe , the damage normally is a dent . There are a number of empirical equations describing the dent from a concentrated load . For example , the one by ...
Page 439
... Energy Balance with a Crack If the crack has propagated Aa under a constant bending moment , the applied load will perform some work W which will not only assist the crack growth but also increase the structural strain energy . Based on ...
... Energy Balance with a Crack If the crack has propagated Aa under a constant bending moment , the applied load will perform some work W which will not only assist the crack growth but also increase the structural strain energy . Based on ...
Page 493
... energy components . With the reduction of lower frequency components , the waves would become unstable if sufficient energy were maintained . From Figs . 2 , 3 & 4 , it can be seen that as the waves propagated down the flume , there was ...
... energy components . With the reduction of lower frequency components , the waves would become unstable if sufficient energy were maintained . From Figs . 2 , 3 & 4 , it can be seen that as the waves propagated down the flume , there was ...
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