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 469
... heave plates that reduce heave motions . The effectiveness of the heave plates is crucial to the heave performance of the Truss Spar . Experimental results and numerical predictions for the loads and added mass and damping coefficients of ...
... heave plates that reduce heave motions . The effectiveness of the heave plates is crucial to the heave performance of the Truss Spar . Experimental results and numerical predictions for the loads and added mass and damping coefficients of ...
Page 470
... heave plates " designed to reduce heave motion by increasing both the added mass ( thus increasing the heave natural period , well above predominant wave periods ) and hydrodynamic damping ... Heave Plates The heave plate loads depend 470.
... heave plates " designed to reduce heave motion by increasing both the added mass ( thus increasing the heave natural period , well above predominant wave periods ) and hydrodynamic damping ... Heave Plates The heave plate loads depend 470.
Page 515
... heave motion of the same order as the measured heave motion . Thus , additional damping in vertical direction indeed improves the prediction for heave motion . The shape of the predicted heave power spectrum is also changed due to the ...
... heave motion of the same order as the measured heave motion . Thus , additional damping in vertical direction indeed improves the prediction for heave motion . The shape of the predicted heave power spectrum is also changed due to the ...
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