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 104
... solution of the NLS equation ; the cnoidal wave can range from a linear sine wave up through the envelope soliton solution . These latter modes are stable . PROPERTIES OF UNSTABLE MODE ROGUE WAVES I have derived a simple formula for the ...
... solution of the NLS equation ; the cnoidal wave can range from a linear sine wave up through the envelope soliton solution . These latter modes are stable . PROPERTIES OF UNSTABLE MODE ROGUE WAVES I have derived a simple formula for the ...
Page 145
... solution that was presented in the introduction is found in the second last column in the table . It is believed to give perfect results for higher modes ( , and also for lower modes when the tension variation is moderate ) . It may be ...
... solution that was presented in the introduction is found in the second last column in the table . It is believed to give perfect results for higher modes ( , and also for lower modes when the tension variation is moderate ) . It may be ...
Page 244
... solution adopts an iterative procedure in which a linearization process based on a known previous solution is applied . The initial solution is a double model , as suggested by Dawson , 1977. In the non - linear problem , the final solution ...
... solution adopts an iterative procedure in which a linearization process based on a known previous solution is applied . The initial solution is a double model , as suggested by Dawson , 1977. In the non - linear problem , the final solution ...
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