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 321
... computed from the Morison drag formula . This load is considered appropriate for the generation of wind load on the model . The measured load during the test is compared with the computed one . Adjustments are made in the control signal ...
... computed from the Morison drag formula . This load is considered appropriate for the generation of wind load on the model . The measured load during the test is compared with the computed one . Adjustments are made in the control signal ...
Page 457
... computed using equations ( 32-33 ) . Then in the correction phase , the optimization problem is solved with the new eigenvectors , ¡ { ′ ) , to give a corrected solution for the fractional changes , e = 1 , ... , p . A schematic ...
... computed using equations ( 32-33 ) . Then in the correction phase , the optimization problem is solved with the new eigenvectors , ¡ { ′ ) , to give a corrected solution for the fractional changes , e = 1 , ... , p . A schematic ...
Page 781
... computed wave kinematics and wave forces should not change significantly when different cutoff frequencies are adopted . If the convergent results of wave forces with respect to the cutoff frequency can be realized , the corresponding ...
... computed wave kinematics and wave forces should not change significantly when different cutoff frequencies are adopted . If the convergent results of wave forces with respect to the cutoff frequency can be realized , the corresponding ...
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 components computed Copyright cylinder damping deck developed displacement distribution drag coefficient dynamic effects Engineering environmental equation estimated factor failure fatigue damage fiber ropes Figure finite element finite element analysis fluid FPSO function guideline Haltenbanken heave plate horizontal hydrodynamic irregular waves Joint Conference Energy linear load maximum measured method mode mode shape model tests mooring line mooring system motion nonlinear obtained offshore structures Offshore Technology Offshore Technology Conference parameters peak pipeline platform prediction pressure ratio response riser riser tension rogue wave S-N curve safety sea floor sensors shear shear modulus ship shown simulation soil soliton Spar spar platform spectral spectrum stiffener stiffness strength suction surface surge Table tanker tension variables velocity vertical vessel vibration water depth wave height wavelet wavenumber wind