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 411
... increase in aspect ratio had a direct effect on the increase in ultimate strength . This is due to the increase in the length of the unloaded edges which were forced to remain plane and prevented from pulling in . The comparative ...
... increase in aspect ratio had a direct effect on the increase in ultimate strength . This is due to the increase in the length of the unloaded edges which were forced to remain plane and prevented from pulling in . The comparative ...
Page 420
... increase AP / FT2 in normalized static strength due to the stiffeners , plotted against t , / T . The increase in static strength is computed with respect to the static strength of the corresponding unstiffened joint , which is also ...
... increase AP / FT2 in normalized static strength due to the stiffeners , plotted against t , / T . The increase in static strength is computed with respect to the static strength of the corresponding unstiffened joint , which is also ...
Page 799
... increase of id results in a considerable increase of the wave period distribution asymmetry about the mean period , as can be observed in figure 3. It is noted that as the inter - modal distance increases the mode of the empirical ...
... increase of id results in a considerable increase of the wave period distribution asymmetry about the mean period , as can be observed in figure 3. It is noted that as the inter - modal distance increases the mode of the empirical ...
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