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 115
... function p ( H ) can be described by a Rayleigh distribution . It follows that : H = √ √⁄8 mo ( Sw ) ( 2 ) where mo ( S ) is the zeroth moment of the sea spectrum Sw ( we ) . To obtain the stress range transfer function AOR ( WC ) ...
... function p ( H ) can be described by a Rayleigh distribution . It follows that : H = √ √⁄8 mo ( Sw ) ( 2 ) where mo ( S ) is the zeroth moment of the sea spectrum Sw ( we ) . To obtain the stress range transfer function AOR ( WC ) ...
Page 604
... function 2 Fuzzy severity function 3. Fuzzy failure consequence probability function Code and standard Rule base I Output : Using linguistic variables to develop fuzzy membership functions of risk levels Rule evaluation ( IF - THEN ) ...
... function 2 Fuzzy severity function 3. Fuzzy failure consequence probability function Code and standard Rule base I Output : Using linguistic variables to develop fuzzy membership functions of risk levels Rule evaluation ( IF - THEN ) ...
Page 852
... functions for extreme crests in seastates with wave steepness below 7 % and in seastates with wave steepness above 7 % are compared . It is seen that the wave steepness has a significant influence on the the probability density function ...
... functions for extreme crests in seastates with wave steepness below 7 % and in seastates with wave steepness above 7 % are compared . It is seen that the wave steepness has a significant influence on the the probability density function ...
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