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 20
... pressure variation The calculation of the dynamic pressure variations was developed from reference [ 4 ] to allow incorporation into the fatigue model . Standard linear theory predicts the dynamic pressure variations below the waterline ...
... pressure variation The calculation of the dynamic pressure variations was developed from reference [ 4 ] to allow incorporation into the fatigue model . Standard linear theory predicts the dynamic pressure variations below the waterline ...
Page 21
... pressure variation including modification for actual wave profile . 3.4 ) Influence of wave diffraction effects on dynamic pressure range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave ...
... pressure variation including modification for actual wave profile . 3.4 ) Influence of wave diffraction effects on dynamic pressure range . The effect of wave diffraction effects due to the interaction of the ship hull with the wave ...
Page 28
... pressure under the circle model has a peak at the frequency of 435 Hz as shown in Fig . 5. Figure 6 ( a ) shows only ... pressure at the depth of 0.250 , 0.350 , 0.450 m is so small and could not be measured by the hydrophones . On the ...
... pressure under the circle model has a peak at the frequency of 435 Hz as shown in Fig . 5. Figure 6 ( a ) shows only ... pressure at the depth of 0.250 , 0.350 , 0.450 m is so small and could not be measured by the hydrophones . On the ...
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