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 75
Bay of Campeche Hurricane Wave Heights Based on the results from the hurricane hindcast study provided by ... height of 32 m ) is based on an extrapolation of the Oceanweather results . This extrapolation was based on Extremal or ...
Bay of Campeche Hurricane Wave Heights Based on the results from the hurricane hindcast study provided by ... height of 32 m ) is based on an extrapolation of the Oceanweather results . This extrapolation was based on Extremal or ...
Page 76
or limit the maximum wave heights that can be developed in shallow water . There is a negative effect of the wave ... height for the Bay of Campeche soil and bathymetric characteristics . These guidelines are based on the current best ...
or limit the maximum wave heights that can be developed in shallow water . There is a negative effect of the wave ... height for the Bay of Campeche soil and bathymetric characteristics . These guidelines are based on the current best ...
Page 536
... wave height to wave heights greater than 160 % of the significant wave height . High waves exceeding the 160 % level are therefore free of the Markov correlation and are subject only to the laws of in- dependent statistical events . No ...
... wave height to wave heights greater than 160 % of the significant wave height . High waves exceeding the 160 % level are therefore free of the Markov correlation and are subject only to the laws of in- dependent statistical events . No ...
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