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 21
... range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave causes a difference in the dynamic pressure ( and hence dynamic stress ) ranges experienced on either side of the ship . Even if the ...
... range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave causes a difference in the dynamic pressure ( and hence dynamic stress ) ranges experienced on either side of the ship . Even if the ...
Page 115
... range transfer function AOR ( WC ) associated with the wave height H it will be necessary to resort in the first place to an interpolation procedure in the set of the stress range response functions △ σH . ( we ) , previ- ously ...
... range transfer function AOR ( WC ) associated with the wave height H it will be necessary to resort in the first place to an interpolation procedure in the set of the stress range response functions △ σH . ( we ) , previ- ously ...
Page 116
... range Aσ [ MPO ] 0.06 0.04 NT = 0.59.108 cycles ( a ) 0.02 0.00 200 Stress range 400 Aσ [ MPa ] 400 200 ( b ) the sequence of stress variations . Nevertheless the analy- sis is of necessity performed resorting to a more accessible ...
... range Aσ [ MPO ] 0.06 0.04 NT = 0.59.108 cycles ( a ) 0.02 0.00 200 Stress range 400 Aσ [ MPa ] 400 200 ( b ) the sequence of stress variations . Nevertheless the analy- sis is of necessity performed resorting to a more accessible ...
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