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 9
... forces and hydrodynamic reaction forces may be non - linear due to large amplitude motions , viscous effects and second order wave forces ( drift forces ) . Other non - linearities are associated with the hydrostatic restoring forces ...
... forces and hydrodynamic reaction forces may be non - linear due to large amplitude motions , viscous effects and second order wave forces ( drift forces ) . Other non - linearities are associated with the hydrostatic restoring forces ...
Page 466
... forces as a function of the S- parameter . The forces refer to the longitudinal wave direction . Figures 11 and 12 show the horizontal forces and vertical forces determined according to a 3D NewWave with varying S- parameters normalised ...
... forces as a function of the S- parameter . The forces refer to the longitudinal wave direction . Figures 11 and 12 show the horizontal forces and vertical forces determined according to a 3D NewWave with varying S- parameters normalised ...
Page 781
... 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 method for computing wave forces is ...
... 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 method for computing wave forces is ...
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