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 247
... deck . To design an FPSO against green water , it is important to know the amount of green water and the resulting impact loading on structures at the deck . These are not only functions of the freeboard exceedance level , but also of ...
... deck . To design an FPSO against green water , it is important to know the amount of green water and the resulting impact loading on structures at the deck . These are not only functions of the freeboard exceedance level , but also of ...
Page 248
... DECK In Figure 1 the flow onto the deck is shown for a full elliptical bow with flare angles of 10 , 30 and 50 degrees in regular waves . These figures show in general a strong resemblance with the theoretical dam breaking problem as ...
... DECK In Figure 1 the flow onto the deck is shown for a full elliptical bow with flare angles of 10 , 30 and 50 degrees in regular waves . These figures show in general a strong resemblance with the theoretical dam breaking problem as ...
Page 249
... DECK Flow patterns and velocities over the deck As soon as the water is on the deck , it behaves like a shallow water wave ( bore ) under the action of gravity , pitch angle of the deck , vertical acceleration and vertical velocity ...
... DECK Flow patterns and velocities over the deck As soon as the water is on the deck , it behaves like a shallow water wave ( bore ) under the action of gravity , pitch angle of the deck , vertical acceleration and vertical velocity ...
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